820303_Permit Renewal Application 2019_20190405

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 udder 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 infarmatlon and make any necessary corrections below.
Application must be signed and dated by 1he Perntittee.
1. Farm Number: 82-0303 Certificate Of Coverage Number:
2. Facility Name: WC9P Farms
3. Landowner's Name (same as on the Waste Management Plan): George David Wells
4. Landow+ner's Mailing Address: 695 Timberlake Dr
City: Clinton State: NC
Telephone Number: 910-596-8496 Ext. E-mail:
5. Facility's Physical Address: 383 Wilminv_ton Rd
City: Turkev State: NC
6. County where Facility is located: Sampson
7_ Farm Manages Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): George David Wells
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 Types:
Minliv-Brown LLC
Phone No.: 910-596-8496
Allowable Count
4,896
WS820 303
Zip: 28328-9358
Zip: 28393
OIC g: 20053
Swine
Cattle
Dry PouitrY
Other Tunes
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 Puller
Farrow to Feeder
BeefFeeder
Boar/Stud
Beef Broad Cow
Wet Poultry
Celts
Other
Non Laying Pullet
Other
Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Matte 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)
2
y G('
ae ate...
Nfail one (1) copy of the Certified Animal Waste DZanagement Plan (CA'4'LNIP) with this completed and signed application
as required by NC General Statutes 193-215.10C(d). to the address below.
The CAWMP must include the following components:
I_ The most recent%Vlaste Utilization Plan (\171'P), signedgned hv�the owner and a certified technical sr eeiali T 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 ith selected method noted - Use the enclosed updated Mortality Control Checklist
T 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.
S. 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 CAWNIP items above to: 2019Permiti2enewal(a'lncdenr gov

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 143215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to S25,000 per violation. (18 U.S.C.
Section I001 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: a (S6 2-G F �S) A ✓ ID � (/{ IMS Title:
Signature: 'vgL� w— _ Date:
Naate:
Title;
Signature:
,_ Date:
Name:
Signature:
_
Title:
Date:
THE COMPLETF,D 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_ 2019PermitRenewat ncdenrgov
FORIM: RENEWAL -STATE GENERAL 0212019

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.
D(� � [ Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
L___J 13B .0200.
5;KL� Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
�J 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 opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by art 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.
+ i l; �- Y � • 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.
�pQ Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
+s'a Mass burial sites are subject to additional permit conditions (refer to facility's animal
Regit�itiul©iu►ts� 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. 106-399A.
0�1 °(
T v Signature of Farm Owner/Manager Date
Z, �'J�
Signature of chnical Specialist Date

Nutrient Management Plan For Animal Waste Utilization
04-26-2016
This plan has been prepared for:
WCW Farm
Cody Coombs
6� e-J JA , - 4-
Clinton, NC NC
[phone]
This plan has been developed by:
Greer Moore
Clear Run Farms Consulting Services
PO Box 338
Ha, rells, N ' 28444
(910)3 - 456
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.
h
ignature (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 6nservation Commission.
Plan Approved By:
Technical Specialist
f Ile
-
Date
--------------------------------------------------------.------- -- ------------------------------------
200686 Database Version 3.1 Date Printed: 04-26-2016 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.
--------------------------------------------------
ote: In source a S means standard source, U means u- s--e- r defined source- ----------------------------------------
* Max- Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
200686 Database Version 3.1 Date Printed: 04-26-2016 Source Page 1 of 1

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
(iftcheslhollr)
Application Amount
(inches)
8417
Hi
Norfolk
OSO
1.0
8417
H2
Norfolk
0.50
1.0
8417
H4
Rains
0.40
1.0
8417
H5
Goldsboro
0.50
1.0
8417
H6
ol&boro
0.50
1.0
8417
H7
Goldsboro
0.50
1.0
8417
PPl
Goldsboro
0.50
1.0
8417
PP2
Rains
0.40
1.0
8417
Sub-A(PPi)
Goldsboro
0.50
1.0
8417
Sub-B(PP2)
Rains
0.40
1.0
8417
Sub-C
Rains
*0.35
1.0
8417
Sub-D
Rains
0.40
1.0
8417
Sub-E
I(- }oldsboro
*0.35
1.0
200686 Database Version 3.1 Date Printed 4/26/2016 lAF Page 1 of 1
NOTE: Symbol * means user entered data.

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 (LI)
Soil Series
Crop Sequence
RYE
8417
Ill
2.50
2.50
N/A
Norfolk
Wheat, Grain
60 bu.
Soybeans, Manured, Full Season
42 bu
8417 1
H2
4.7
4-7fl
N/A
Norfolk
Wheat, Grain
60 bu.
Soybeans, Manured, Full Season
42 bu.
8417
H4
2.96
2.96
N/A
Rains
Wheat; Grain
55 bu_
Soybeans, Manuml, Full Season
44 bu.
8417
H5
3.88
3.88
N/A
Goldsboro
Wheat, Grain
65 bu
Soybeans, Mannird, Full Season
45 ba
8417
H6
5.70
5.70
N/A
Goldsboro
Wheat Grain
65 bu.
Soybeans, Manured, Full Season
45 bu.
8417
H7
4.66
4.66
N/A
Goldsboro
Whew Grain
65 bu.
Soybeans, Manured, Fun Season
45 bu.
8417
PPI
9.01
9.01
N/A
Goldsboro
Wheat; Grain
65 bu.
Soybeans, Manur4 Full Season
45 bu.
8417
PP2
7.
7.64
N/A
Rains
Wheat, Grain
55 bu.
Soybeans, Manured, Full Season
44 bu.
8417Sub-A(PP1)
2.40
2.40
N/A
Goldsboro
Wheat, Grain
65 bu.
Soybeans, Manured, Full Season
45 bu.
8417Sub-B(PP2)
330
3-20
N/A
Rains
Wheat, Grain
55 bu.
Soybeans, Manured, Full Season
44 bu.
8417
Sub-C
4.2
420
N/A
Rains
Wheat, Grain
55 bu.
Soybeans, Manured, Full Season
44 bu.
8417
Sub-D
1.341
1.34
N/A
Rains
Wheat, Grain
55 bu.
Soybeans, Maned, Full Season
44 bu
8417
Sub-E
0.90
0.90
MA
Goldsboro
Wheat Ctrain
65 bu.
Soybeans, Manured, Full Season
45 bu.
PLAN TOTALS: 53.09 53.09
200686 Database Version 3.1 Date Printed 4/26/2016
PCs Page 1 of 2
NOTE: Symbol * means user entered data.

AQW1 r Le dun _.
a lzsrrca� rint�c
C 2
+w Poten6al to contrZh*c to soluble
None
llumut leaching below the root zone.
>= 2 &
Moderate potential to contri-bute to
Nutrient Management (590) should be planned.
<= IO
soluble nutrient leaching below the root
zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve
nutrient leaching below the root zone.
the soils available water holding capacity and improve nutrient use efficiency should be
> 14
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No -Till (778), and edge -of --field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
200686 Database Version 3.1 Date Printed 4/26/2016
PCS Page 2 of 2
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.
waste utmzation
i ante
year t
'Pratt
Field
Source
ID
Soil Series
Total
Acres
Use,
Acres
Crop
RYE
Applic.
Period
'nitrogen
PA
Nutrient
Req'd
(lbs/A)
COMM Res. Manure
Felt. (lbs/A) PA
Nutrient Nutrient
Applied Applied
(lbs/A) (lbs/A)
Applic,
N N Method N
Liquid Solid Liquid Solid
ManureA Manure Manure Manure
pplied Applied Applied Applied
(acre) (acre) (Field) (Field)
N
1000
gal/A Tons 1000 gals tons
8417
H1
S7
Norfolk
2.50
2.50
Wheat, Grain
60 bu.
9/1.4/30
125
0 20 Irrig,
105
41.94 0.00 104.85 0,00
8417
Hi
S7
Norfolk
2.50
2,50
Soybeans, Manured, Full Season
42 bu.
4/1.9/15
164
0 0 Irrig.
164
65.51 0.0 163.77 0.0
8417
H2
S7
Norfolk
4.70
4.70
Wheat, Grain
60 bu.
9/1-4/30
125
0 20 Irrig.
105
41.94 0.00 197.12 0.00
8417
H2
S7
Norfolk
4,70
4.70
Soybeans, Manured, Full Season
42 bu.
411.9115
164
0 0 Irrig.
1&
65.51 0.00 307.89 0.00
8417
H4
S7
Rains
2.96
2.96
Wheat, Grain
55 bu,
9/1.4/30
106
0 20 Irrig.
86
34.35 0.00 101,68 0.00
8417
E4
S7
Rains
2.96
2.96
Soybeans, Manured, Full Season
44 bu.
4/1-9/15
170
0 0 Irrig.
17C
67.91 0.00 201.00 0.00
8417
H5
S7
Goldsboro
3,88
3.88
Wheat, Grain
65 bu.
9/1.4/30
136
0 20 Irrig.
116
46.34 0.00 179.78 0.00
8417
H5
S7
Goldsboro
3.88
3.88
Soybeans, Manured, Full Season
45 bu,
4/1-9/15
176
0 0 Irrig.
17q
70.301 0.00 272.77 0.0
8417
H6
S7
Goldsboro
5.70
5,70
Wheat, Grain
65 bu.
9/1.4/30
136
0 20 Irrig.
116
46.34 0.00 264.11 0.00
8417
H6
S7
Goldsboro
5,70
5,70
Soybeans, Manured, Full Season
45 bu,
4/1.9/.15
176
0 0 Irrig,
176
70.30 0.00 400.721 0.0
8417
147
S7
Goldsboro
4.66
4.66
Wheat, Grain
65 bu.
9/1.4/30
136 1
0 20 Irrig.
116
46.34 0.00 215.92 0.00
8417
H7
S7
Goldsboro
4,66
4,66
Soybeans, Manured, Full Season
45 bu.
4/1-9/15
176
0 0 Irrig.
176
70.30 0.00 327.61 0.0
8417
PPl
S7
Goldsboro
9.01
9.01
Wheat, Grain
65 bu.
9114130
136
0 20 Irrig.
116
46.34 0.00 417.48 0.0
841.7
PPl
S7
Goldsboro
9,01
9.01
Soybeans, Manured, Full Season
45 bu.
411.911.5
176
0 0 Irrig.
176
70,30 0.00 633.42 0.00
8417
PP2
S7
Rains
7,64
7.64
Wheat, Grain
55 bu.
9/14/30
106
0 20 Irrig.
86
34.35 0.00 262.45 0.0
8417
PP2
S7
Rains
7.64
7.64
Soybeans, Manured, Full Season
44 bu.
4/1-9/15
170
0 0 Irrig. 1
170
67.91 0.001 518,791 0,00
200686 Database Version 3.1 Date Printed: 4/26/2016 WUT Page 1 of 2

Waste Utilization Table
Year 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use,
Acres
Crop
RYE
Applic,
Period.
Nitrogen
PA
Nutrient
Req'd
Obs/A)
Comtn.
Fort,
Nutrient
Applied
(ibs/A)
Res.
(lbs/A)
Applic,
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
I Solid
Manure
Applied
(Field)
N
N
N
N
1 1000
gal/A
Tons
1000 gals
tons
8417
ub-A(PPI
S7
Goldsboro
2.40
2.40
Wheat, Grain
65 bu.
9/1-4/30
136
0
20
brig,
116
46,34
0.00
111.20
0.00
8417
ub-A(PP I
S7
Goldsboro
2.40
2.40
Soybeans, Manured, Full Season
45 bu.
4/1-9/15
176
0
0
Irrig,
176
70.30
0,00
168.72
0.0
8417
ub.R(PPI
S7
Rains
3.201
3.20
Wheat, Grain
55 bu,
9/1-4/30
106
0
20
Irrig,
86
34.35
0.001
1.09,93
0.00
8417
ub-B(PP
S7
Rains
3.20
3.20
Soybeans, Manured, Full Season
44 bu.
4/1-9/15
170
0
0
brig,
170
67.91
0.00
217.30
0.00
9417
Sub-C
S7
Rains
4.20
4.20
Wheat, Grain
55 bu,
9/1-4/30
106
0
20
Inig,
86
34.35
0.00
144.28
0.00
8417
Sub-C
S7
Rains
4.20
4.20
Soybeans, Manured, Full Season
44 bu,
4/1-9/15
170
0
0
Irrig,
1.70
67.91
0,00
285.20
0.0
$417
Sub-D
S7
Rains
1.34
1.34
Wheat, Grain
55 bu.
9/1-4/30
106
0
20
twig.
86
34.35
UO
46.03
0.00
841.7
Sub-D
S7
Rains
1.34
1.34
Soybeans, Manured, Full Season
44 bu.
4/1-9/15
170
0
0
Irrig,
179
67.91
0.00
90.99
0.0
8417
Sub-E
S7
Goldsboro
0.90
0.90
Wheat, Grain
65 bu.
9/1-4/30
136
0
20
brig,
116
46,341
0,00
41.70
0.00
8417
Sub-E
S7
Goldsboro
0.90
0.90
Soybeans, Manured, Full Season
45 bu,
4/1.-9/15
176
0
0
Irrig,
176
70.30
0.00
63.27
0.00
Total
Applied,
1000 gallons
5,847.99
Total Produced, 1000 gallons
4,538.59
Balance, 1000 gallons
-1,309.4(
Total Applied, tons
0.0
Total Produced, tons
0.0
Balance, tons
1
0,00
Notes: 1. 1n the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
200686 Database Version 3.1 Date Printed: 4/26/2016 WUT Page 2 of 2

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the 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 equal to 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 Canarity
Source Name
I Swine Feeder -Finish Lagoon Liquid
Des!p Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
I
1
134
1
2
141
1
3
128
1
4
145
1
5
143
1
6
172
1
7
180
1
8
180
1
9
180
1
10
167
I
11
155
I
12
142
* Available Storage Capacity is calculated as of the end of each month.
------------------- -------------------------------------------------------------------------------------------------
200686 Database Version 3.1 Date Printed: 04-26-2016 Capacity Page I of 1

' '«-"Cl.vin..g Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
s! ge u�i: nation 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 Melds should not be
used for sludge application. If this is not possible, care should betaken 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 Rate
Iblac
Maximum Sludge
Application Rate
1000 gaVac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Com 120 bu
150
13-16
61.38
122.76
184.13
Hay 6 ton RY.E.
300
26.32
30-69
6138
92.07
Soybean 40 bu
160
14.04
57.54
115.08
172.63
-------------- - ----------------------------------------------------------------------------------------------------------------------------------------------------------------------
200686 Database Version 3.1 Date Printed: 04-26-2016 Sludge Page I of 1

Crop Notes
The following crop note applies to field(s): H4, PP2, Sub-B(PP2), Sub-C, Sub-D
Wheat: Coastal Plain, Mineral Soil, low -leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
.week seeding is delayed beyond the
`'_e. _v u; _ -__`__ `-`'e for applicable seeding rate
modifications in the current NCSU
i='---==-_ =---- b ----- - - aPp g
-Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting
no till. Adequate depth control when planting the wheat 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 total N is dependent on the soil type. Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely
management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): H5, H6, H7, PPI, Sub-A(PP1), Sub-E
Wheat: Coastal Plain, Mineral Soil, low -leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1 1 1 /2" a--" 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. Adequate depth control when planting the wheat 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 total N is dependent on the soil type. Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely
management of diseases, insects and weeds are essential for profitable wheat production.
------------------------------------------------- ---------------------------------------------------------------------------------------------
200686 Database Version 3.1 Date Printed: 04 26-2016 Crop Note Page 1 of 3

The following crop note applies to field(s): HI, H2
Wheat: Coastal Plain, Mineral Soil, medium leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep 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. Adequate depth control when planting the wheat 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/aere N at planting.
Phosphorus and potash recommended by a soil test report can also be applied at this time. The remaining
N should be applied during the months of February -March. The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): H4, PP2, Sub-B(PP2), Sub-C, Sub-D
Soybeans -Full Season, Coastal Plain: Mineral Soil, low -leachable
The suggested planting dates for soybeans in the Coastal Plains are from April 20-May 20. 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. PIant 24 seed/row foot for 7-8"
drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows and 8-10 seed/row foot for 36"
rows. Increase the seeding rate by at least 10% for no -till planting. Seeding depth should be 1-1 1/2" and
adequate depth control is essential. Phosphorus and potash recommended by a soil test report can be
broadcast or banded at planting. Soybeans produce their own nitrogen and are normally grown without
additions of nitrogen. However, applications of 20-301bs/acre N are sometimes made at planting to
promote early growth and vigor. Tissue samples can be analyzed during the growing season to monitor
the overall nutrient status of the soybeans. Timely management of weeds and insects is essential for
profitable soybean production.
The following crop note applies to field(s): H5, H6, H7, PPl, Sub-A(PPI), Sub-E
Soybeans -Full Season, Coastal Plain: Mineral Soil, low -leachable
The suggested planting dates for soybeans in the Coastal Plains are from April 20-May 20. 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. Plant 2-4 seed/row foot for 7-8"
drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows and 8-10 seed/row foot for 36"
rows. Increase the seeding rate by at least 10% for no -till planting. Seeding depth should be 1-1 1/2" and
adequate depth control is essential. Phosphorus and potash recommended by a soil test report can be
broadcast or banded at planting. Soybeans produce their own nitrogen and are normally grown without
additions of nitrogen. However, applications of 20-30 lbs/acre N are sometimes made at planting to
promote early growth and vigor. Tissue samples can be analyzed during the growing season to monitor
the overall nutrient status of the soybeans. Timely management of weeds and insects is essential for
profitable soybean production.
------------------------------------------------------------------------------ ---------------------
200686 Database Version 3-1 Date Printed: 04-26-2016 Crop Note Page 2 of 3

The following crop note applies to field(s): HI, 142
Soybcarm-Full season, Coastal Plain: Mneral soil, medium leachable
The suggested planting dates for soybeans in the Coastal Plains are from April 20-May 20. 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. Plant 2-4 seed/row foot for 7-8"
drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows and 8-10 seed/row foot for 36"
rows. Increase the seeding rate by at least 10% for no -till planting. Seeding depth should be 1-1 1/2" and
adequate depth control is essential. Phosphors and potash recommended by a soil test report can be
broadcast or banded at planting. Soybeans produce their own nitrogen and are normally grown without
additions of nitrogen. However, applications of 20-30 lbs/acre N are sometimes made at planting to
promote early growth and vigor. Tissue samples can be analyzed during the growing season to monitor
the overall nutrient stat-ass of i.:2s'uyhc :'.�s. Timely mof .;:c".ds -"��a hgsQrfc is PgePntial for
profitable soybcan production.
-----------------------------------------------------------------------------------------------------------------------------------------------
200686 Database Version 3.1 Date Printed 04-26-2016 Crop Note Page 3 of 3

Required Specifications For Animal Waste Management
I. 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. Waste 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, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disldng 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).
---------------------------- ---------------------------------------- ------------------------------------------------------------------------
200686 Database Version 3.1 Date Printed: 4/26/2016' Specification Page 1

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.
S. 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
brealdng dormancy.
11. Any new swine facility sited on or after October 1,1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than 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.
------------ -- --------------------------------- -----------------------------------------------------------------
200686 Database Version 3.1 Date Printed: 4/26/2016 Specification Page 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 maximum
storage volume for waste storage ponds.
-------------------------------------------------------------------------------------------------------------------------------------------------------
200686 Database Version 3.1 Date Primed: 4/26/2016 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.
------------------------------------------------- -------------------------------------------------------------------- -----------------_------.--------------
200686 Database Version 3.1 Date Printed: 4/26/2016 Specification Page 4

Shee'6
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Private
Address: 1635 W. Wards Bridge Rd. Warsaw, NC 28398/
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 system is designed to replace part of the existing traveller irrigation system for this farm by
utilizing 2 stationary pivots on the fields as shown. Traveller pulls will remain and should be
operated as shown. Acreage shown for these traveller pulls reflects 'wetted' acreage. Above ground
piping may be used, or, if desired, 6" PVC may be installed to the pull locations indicated.
The center pivots will be supplied through 4" PVC with a Berkeley B1.5 TPL pump. This pump
should be operated independent of the power unit used for the traveller pulls.
All of the irrigation area shown will be in a corn, wheat, soybean rotation.
Specifc operational instructions for the pivots used are included in this plan.
Pulls B-12 are calculated using effective wetted acres. This field has been used in the past as
an aerway field.

Sheet7
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson
150
Nozzle Size:
1.08 inches
Sprinkler Pressure:
60 psi
Flowrate(GPM):
182 gpm
Wetted Diameter:
270 feet *90% manufacturer's specifications
Lane Spacinos
Desired Spacing M:
70 %
Design Spacing(feet):
189 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
200 feet
Actual Spacing (%):
74 %
Application Rate
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate =
0.38 in/hr
300 degree arc =
0.45 in/hr
220 degree are =
0.62 in/hr
180 degree arc =
0.76 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate
/ Desired application amount x Lane Spacing
Desired app. (in.) =
0.5 inches
300 degree arc = 2.92 ft/min
220 degree arc = 3.51 ft/min
180 degree arc = 5.84 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: 6 inches
Velocity-- 2.06 ft/sec.
Page 1

Sheet7
Maximum Mainline Friction Loss
Most distant hydrant: 6
Total distance: 2130 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 0.24 feet/100 feet
Max. Mainline Loss = 5.2 feet or 2.2 psi
Total Dynamic Head
Sprinkler Pressure:
60 psi
Loss through traveller:
35 psi
Elevation head:
0 psi
Mainline loss:
2.2 psi
Suction head and lift:
2.2 psi
5% fitting loss:
5.0 psi
TOTAL(TDH) =
104.4 psi or
Horsepower Required
Horsepower = Flowrate x TDH(feet) 13960 / Pump effeciency
Pump Description: Berkeley B3J
Pump Efficiency: 55 %
Horsepower Required: 20.2 Hp
Thrust Blocking
Thrust Block Area = Thrust / Soil Bearing Strength
Thrust:
4200 feet
Soil Bearing Strength:
1200 feet
End Cap:
3.5 ft2
90 degree elbow:
4.9 ft2
Tee:
2.5 ft2
45 degree elbow:
2.7 ft2
241.2 feet
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 104.4 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
Page 2

Sheet7
NPSHA: 21.5
NPSHR: 6 'from pump curve
If NPSHA>NPSHR OK
Page 3

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irrigation Gun
Irrigation
Flow Rate of Sprinkler m
182
Operating Pressure at Pump (psi)
104.4
Design Precipitation Rate in/hr
0.38
Hose Length feet
984
)p(xxxxxx
Type of Speed Compensation
Mechanical
xxxxxxXX
Pump Type PTO, Engine, Electric)
En ine
Pump Power Re uirement hp
20.2
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA (sq. ft.
90 degree bend
4.94
Dead End
3.5
Tee
2.45
Gate Valve
3.5
45 degree bend
2.66
Page 1

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Turkey Hogs (Dail Brothers)
Address: 825 NC 24 E.
Kenansville, NC
Telephone: [phone]
Table 1 - Field Specifications
Approximate
Maximum
Useable Size
Field of Field
Number (acres)
Soil Type Slope % Crop(s)
County: Sampson
Date: 8/4/2006
Maximum
Maximum
Application
Application
per Irrigation
Rate
Cycle
(In/hr)
(inches) Comments
1
2.5
NoA
<5
Row Crops
0.4
0.5
2
2.55
NoA
<5
Row Crops
0.4
0.5
3
0.74
Ra
<5
Row Crops
0.35
0.5
4
2.96
Ra
<5
Row Crops
0.35
0.5
5
3.88
GoA
<5
Row Crops
0.4
0.5
6
5.7
Ln
<5
Row Crops
0.4
0.5
7
4.66
Ln
<5
Row Crops
0.4
0.5
PP1
9.01
GoA
<5
Row Crops
0.4
0.5
PP2
7.64
Ra
<5
Row Crops
0.35
0.5
8
4.35
GoA
<5
Row Crops
0.4
0.5
9
4.7
GoA
<5
Row Crops
0.4
0.5
10
3.25
GoA
<5
Row Crops
0.4
0.5
11
2.8
GoA
<5
Row Crops
0.4
0.5
12
2.54
GoA
<5
Row Crops
0.4
0.5

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: 3" Amadas Traveller
Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hvrlrant Nn- &/min] [in/hr.1 Width(ft.] Lenoth(ft) [feet] (Inches) at Gun(psi) at reel(psi) Pattern Comments - Acres per pull
1
3.51
0.62
235
332
270
1.08
60
95
220
2.50
2
3.51
0.62
215
378
270
1.08
60
95
220
2.55
3
3.51
0.62
125
50
270
1.08
60
95
220
0,74
4
2.92
0.45
235
342
270
1.08
60
95
330
2.96
5
5.84
0.76
180
715
270
1.08
60
95
180
3.88
6
2.92
0.45
235
850
270
1.08
60
95
330
5.70
7
5.84
0.76
195
850
270
1.08
60
95
180
4.66
PP1
"see manufacturer's specifications attached
55
360
9.01
PP2
'see manufacturer's specifications attached
55
360
7.64
6
2.92
0.45
205.3
768
270
1.08
60
95
330
4.35
9
2.92
0.45
200
865
270
1.08
60
95
330
4.70
10
2.92
0.45
200
548
270
1.08
60
95
330
3.25
11
2.92
0.45
220
451
270
1.08
60
95
330
2.80
12
2.92
0.45
205.3
3135
270
1.08
60
95
330
2.54

Acreage calculations
Travellers
Pull No.
Width
Length Start
Stop
Total Acres
1
235
332
0.45
0.26
2.50
2
215
378
0.42
0.26
2.55
3
125
50
0.35
0.25
0.74
4
235
342
0.61
0.5
2.96
5
180
715
0.66
0.27
3.88
6
235
850
0.61
0.5
5.70
7
195
850
0.35
0.5
4.66
8
205.3
768
0.4
0.33
4.35
9
200
865
0.4
0.33
4.70
10
200
548
0.4
0.33
3.25
11
200
451
0.4
0.33
2.80
12
205.3
385
0.4
0.33
2.54
Pivot Points
Deg. EG Acreage Deg. EG Acreage Total
Pivot # Off EG Off On' EG On Acres
PP1 144 6.07 216 10.97 9.01
PP2 156 5.06 204 9.61 7.64

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: 3" Amadas Traveller
Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No. Mmin) (in/hr.) Width(ft.) Length (4s (feet) (inches) at Gun(psi) at reel(psi) Pattern Comments -Acres per pull
1
3.51
0.62
235
332
270
1,08
60
95
220
2.50
2
3.51
0.62
215
378
270
1.08
60
95
220
2.55
3
3.51
0.62
125
50
270
1.08
60
95
220
0.74
4
2.92
0.45
235
342
270
1.08
60
95
330
2.96
5
5.84
0.76
180
1 715
270
1.08
60
95
180
3.88
6
2.92
0.45
235
850
270
1.08
60
95
330
5.70
7
5.84
0.76
195
850
270
1,08
60
95
180.
4.66
PP1
"see manufacturer's
specifications attached
55
360
9.01
PP2
"see manufacturers specifications attached
55
360
7.64

1� � !lti yYI} a, �, yam, _' r.-.•- r: -' .:'
ray �r:�r`�•:. _s- r __ J }��.. y�. ,r :..
.�''LA
`�

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine production O Vegetative or wooded buffers
Animal body • Dirty manure -covered
surfaces animals
Floor surfaces • Wet manure -covered floors
0 Ij.ecomnnended best management practices
Good judgment and common sense
0 Dry floors
- SSll tted floors
C�'" Waterers located over slotted floors
0 Feeders at high end of solid floors
O Scrape manure buildup from floors
O Underfloor ventilation for drying
Manure collection • Urine 9�'Frequent manure removal by flush, pit recharge,
pits s Partial naucrobial or scrape
decomposition C3 Underfloor ventilation
Ventilation exhaust . Volatile gases F!an maintenance
�
fans . Dust 7 Efficient air movement
Indoor surfaces • Dust Washdown between groups of animals
rl Feed additives
© eedek covers
Feed delivery downspout extenders to feeder
covers
Flush tanks . Agitation of recycled lagoon C] ,Fitsh tank covers
liquid while tanks are filling Cr Extend .fill lines to near bottom of tanks with
,anti -siphon vents
Flush alleys • Agitation during wastewater CY 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 M 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 O Sump tank covers
filling and drawdown
Outside drain • Agitation during wastewater O Box covers
collection or junction conveyance
boxes
End of drainpipes . Agitation during wastewater l7 Extend discharge point of pipes underneath
at lagoon conveyance goon liquid level
Lagoon surfaces e Volatile gas emissions
Biological mixing
• Agitation
Irrigation sprinkler • High pressure agitation
nozzles . Wind drift
Storage tank or • Partial microbial
basin surface decomposition
• Mixing while filling
Agitation when emptying
�Proper lagoon liquid capacity
ft Correct lagoon startup procedures
2"Minimum surface area -to -volume ratio
9"kinimum agitation when pumping
n Mechanical aeration
O Proven biological additives
CT' Irrigate on dry days with little or no wind
R/Ninimum recommended operating pressure
G7' Pump intake near lagoon liquid surface
n Pump from second -stage lagoon
0 Bottom or midlevel loading
13 Tank covers
0 Basin surface mats of solids
IJ 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 • Partial microbial ❑ Extend drainpipe outlets underneath liquid level
decomposition ❑ Remove settled solids regularly
• Mixing while filling
• Agitation when emptying
Manure, slurry, or
• Agitation when spreading
❑
Soil injection of slurry/sludges
sludge spreader
• Volatile gas emissions
❑
Wash residual manure from spreader after use
outlets
❑
Proven biological additives or oxidants
Uncovered manure,
• Volatile gas emissions while
❑
Soil injection of slurry/sludges
slurry, or sludge on
drying
❑
Soil incorporation within 48 hours
field surfaces
❑
Spread in thin uniform layers for rapid drying
❑
Proven biological additives or oxidants o
Dead animals • Carcass decomposition Proper disposition of carcasses LL
4T!D W
Dead animal disposal • Carcass decomposition 0 Complete covering of carcasses in burial pits
pits ❑ Proper location/construction of disposal pits ' a
C a
Incinerators • Incomplete combustion ❑ Sgarndary stack burners
Standing water • Improper drainage Grade and landscape such that water drains away
around facilities • Microbial decomposition of from facilities
organic matter
Manure tracked onto • Poorly maintained access Farm access road maintenance
public roads from roads
farm access
AMOC - November 11, 1996, page 3

Additional Information:
Swine Manure Management; .0200 Rule/BMP 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

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
uid Svstems
Flush gutters • Accumulation of solids �' Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
0 Remove bridging of accumulated solids at
yi�rli�r�e
Lagoons and pits • 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
oYer more than 30 percent of surface
Excessive vegetative
growth
Feeders
• Decaying vegetation 0` 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.
Dr), Systems
• Feed spillage Cl Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
0 Clean up spillage on a routine basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day interval
during winter)
AXATC _ R�oVp� lkpr 1 1 1004, i µ5P 1

Insect Control Checklist for Animal Operations
Source Cause ~ ~ BMPs to Control Insects Site Specific Practices
Feed storage + Accumulations of feed ❑ 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)
❑ Inspect for and remove or break up accumulated
solids in filter strips around feed stomge as needed
Animal holding areas • Accumulations of animal ❑ Eliminate low areas that trap moisture along fences
wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
❑ 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 ❑ Remove spillage on a routine basis (e.g,,
systems wastes 7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
❑ Provide for adequate drainage around manure
stockpiles
❑ Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
hand I i � areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State Univ.-rsity, Raleigh, NC 27695-7613.
AMIC - November 11., 1996, page 2

EMERGENCY ACTION PLAN
PHONE NUMBERS `//dam �13 3
DWQ
EMERGENCY MANAGEMENT SYSTEM
SWCD
NRCS 1 S �'A 3
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 is 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.
cd 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 sidewaU of lagoon_ Often this is seepage as opposed to flowing
leaks- possible action:
a. Dig a small sump or ditch away from the embankment to catch all seepage, put in a
submersible pump, and pump back to lagoon_
b. If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon bottom as soon
as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h., How much reached surface waters?
3: Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality) regional office;
Phone - - . After hours, emergency number: 919-733-3942. Your phone call
should include: your name, facility, telephone number, the details of the incident from item
2 above, the exact location of the facility, the location or direction of movement of the
spill, weather and wind conditions. The corrective measures that have been under taken,
and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS Phone number - -
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number - - , local SWCD office phone number - - , and
local MRCS office for advice/technical assistance phone number - -
2 December 18, 1996

4: If none of the above works call 911 or the Sheriff's 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 Me damage.
a_ Contractors Name: _
b_ Contractors Address:
c, Contractors Phone:
6: Contact the technical specialist who certified the lagoon (MRCS, Consulting Engineer, etc.)
a. Name:__
b. Phone:
7; Implement probes as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep pmb}ems with
release of wastes from bagpenmgg again_
3 December 18, 1996

grove: iazooz Hadd rna� r s:*1ouid be a. `,'�=-round Cori
ry.is
w j= =fie levels so tit you do not:' =bjwnas curing It is
wart SM1Pt C =,=- Y Should be available an the room
ccrp is dormant (such dxls wrL ti�e-
ded ( t.--tbne roe be:-�ucia�� - ) or V
'mays suck ar tilts d,.. ire the s-,
nnMCrMEthat c�.t tote Ent or D'= °�'�'oWM in the lar- wi= v �
Z ldltii =Vets= plait SZOLidi be done w Y
z .d=ve 1 s�o Ii ici s ; ► :�.a. saor�e sr3� av��ieer � is dry eaou- to
P- 1- sue:te- ;� tii^ Id?oII shoulsi be ��
' j >'?-I) to allow iar winger sw Q� Ev �c� docvra 1n ion
tam h.-oon close to the e=Y eort should he masie II]
boa p� V M ZOw r �tnt2 liquid leve? as-%aCr 2s the weathw and w4--vA—.
�� `norteileave mom:' maxu-I?u mumd-ed wet szors tv iere s
_ or a"ZiI?? . XC..SS W2i= {iLL':Itg v
5"uteoC aw d sutq _ r ilV r..FtzsDII except 2 2 =vec2r�=�=hp= Swan is� iol=-( Q
n �.... -
a.rdon- .
�_ a - -
iot-..i... ^�,, zance (}t ajz�ooa'c'�'Tvolvv�S 1�.�. tollo�vzIiZ:
' ien-aanw oQ G Vi.-a„n'n• �•4v�i Cover for the e dz=.
over, oice?�u��s a the nzo *—
_ ou should be f-C-n-i;z s. co_u on
:'2"I c ©:�oIZiI:S S-14= - The a aunt: of ie-- r. _ _Tea.,- �"�, p-{should
a. so:?S t 1011 a ' �, bur in tEiB �vealt �s it is noL �c21 to o
,n s `"ca v =: `fit lagoon ae..mbz---- � mre i :ire
Qe � iu � t arG S'�mounditn�
77� o ►T-- w $00 pounds � a= oz.- 10-1040, or
=,"' ti andt vL 0_- 6""Z0 +t±e«'it 151�. $L t7€'
d . e by jj o)Wigff �y.•:rr cOM-n lied. This may ba
a'T�'in.s cho�i:�l, of a- comhin��inss
- T'r:s should be dome ar leases one ` of
losrbly twics ,�,� Yew and
gravy ire `whet conditions a-;e favorable nor
NOM I is
�nLt03�ler by so�aYing a pia
v: Suc;-1 rye �, the h�aici�� FnLSL not be allows to
the e
GQu�d7 Ii"EIlI ta�7 � i32,`-ram.._., F- Ln t:-I- i-ooII that am
Main 2Cr ire-r�.��
the~ - `� Ons of th wu�.� 14900 2 should b t z ,- d a a
lagoon and a I: st rnoni� and -_-= � �- I r�g of
d he~kr snow¢ me ude, as a „�,.,� for j=aU and storar, events. IMM to lie
the 2oiiowing-
ti% -� L-Uet Pixy R z Pi
Se?arauon' . - Per cna Over tour P�ues IOol;tor.
OF 10_ I:s
c� or br
A aCC'dIItL'�2Lor 0 1 fx or- rc ? +ate':,
• ova cone:"ion of dives

4c.00n Sdr& -0Qx
wades is Vcgm; ve , nwth
'- Boating or laft
ged debris
if { . .ti r{
� a - t ♦' Wit- e Y tiff! i ! �
sits
._
vo • tlt { i art. ! ste s
- ^y{ i •� - Sari s37
•[ - ! .1 ie= a #.' '{ l to ti - J _iii _ - t!• - ra -
•` - �•� aFi rtl��. if fli •
=.y �; ,[wif iZ iii {�aaf i('Yh
! !! Yf�ea a !. - - istt - +aii• ti - t! irrtt#! - srlffa'. • - •.e -1 ! i. -r�
• ati !#a a.rx "�:.. `+:iii # (Y: 1M
In
Any of thes- ieaitlll:g o*n.id l d to mix ion and wng pi �
any of he= i si'ioti� ; s� � � dam: If
fii.I aii c�-►� � f� with ded--M znd
C =Mm:icm QT wam lager Yan =y need to prawaa Of a_ w'as soltut a cl 7i ta4� is thleat
undue- c%. laa(m &m v&h heavy equtpIiiea is ?
to a€iv S=DUS co =U=Ces and should not be condom
-%M"S- =- for pr p 0=21jon of:
pumps
s,100m i%:m-�, d ovn--i oumn tm ?" �y loud or � -
mg
rapla t. - of vioi4: Cr- �y indi(ii1 the _D¢I13P is in uem orram: w
T�iTt t+Kf'lt - .i Ilii ' • a -
`!f +a • !!:[ - Of lY. ♦ - �[ t - - it :.J
• i!- ' f 1ff [ is ' [ [ E is 11 _ is aali s • !� • €is•it t `- v ;s„ { a ite s •• s sas s> ' ! { _ [ ! ' : e aa i # � ! [[ [
' i i t i a ! i•f ! Y • - {a .iitti=>sati{l ` .it f! ' �Siij at
a - f" i �f=== 2m designed •
!ra
it . ' - _tit .. runoff, !ofmof ■ T{a' -
' liii:i Sti .ii
tt ! f ,xtati i ilt • from your- :3a and ! ft tr
! { t lei •t :.s The .:
•a is r_t ShOufiLbL.
coming from YD=lz--aO= is tb= which aH iY +. r`t
ltrisysmm {me. 2nd the .! {ii:that x l i -
>= ! at iia
! should tt - • 1 a - iaf.
f i • - s v .
aLvc=mlzirxt T. M
i Y - w {

P:actFce WaiPr qns-'-v=On—irtinirriize buikiing, water usage and
'Pillage From Iea3ang wamrers, broken pines and w,,hdown through
Proper mMnm.•=cs and water conse:varion_
Mmimize feed w2sm--e and sPMaae by k lag fetes adjusred. This
wlil reduce the amount or solids eat.... na the i2,•oon
meat' -
�aktain Ia oon lia dd level betwc= the p'—II=It Sd ;e le<jeI atuF
the &U teugmrary serge level_
P1a= vianie Mari -r or stakes on the 3a oon bank to show the
minimum m1uid lerei and the rnaximum liquid lever (Figure's -I).
Start intadng, at the earliest possiole date in the
nut rnmts ands basedon
will be maei - soil moistt.re so that te�or�y.�
-,: for the summer thu3ld _nzor may,
�° in the Tare s�-ne:/eariy fait to artovide � um lagow
she for the wir=.
- The �^-goon lic!uid ie ei should r e - foot
to n
Doint. oi. ,� trlo�ea L�ia�� rLRI� LV a �y b�r�i
the tiau c or t ,tarine:1t.
• l�oyn 1 ump t �oZo quid lav� lower- tc:a: the p le a SFore_�
�l..ss You vin.a sludge -
Locate nOa-- MMD JCL .S -a�sl' m-- i^S-azzly 18 inches imd,—neath dat
7�^ and25 i� cLrc�i :E70 2 the Q�Gz+it7iTiC ii1:e'S as possale. .i��
� Ymt addidws of be dine r atez;a..i a Ion
molded pl Sum $C as s a -=—U tled forage
j.n�e.S, or other foreign n=:=a s into the ��
`r uentiy remove solids aim catch basins az cad of comet houser or
rimez=er they arejms;-,Hed.
it 4ntain strict veg=I'-0n, rodent, and vasarinL
autrol near ia_-ooa ed�,.
Do not allow t m= or large bush= to grow on i
,,�- Dort dam or ��
'-"nlove sludge -r--Mm the lgoon either when ;-,— sludge
ff�.. is
fui? or beivre it ails 50 ne=t of the pennanent scor a volume.
animai Production is to be termina ; � _ or
the owner is remonsioie a
and imnlement:n; a closure pian to �T T ate the possinu� of a
Pollutant disLi�a.ae.
Sludge R=ova.l:
Rare of hgoon SIRdLp buildup = be rcduc„d by:

PMPer lagoon sizing
. _
M=halhh� Souls �"O''� -don Or flushe
d ei wasp,
� O solids in an waste,,
� basin, or
minim-�ino�
e.
Qoon siz:eae t�Iat iS reMov annt211y rather than, Stor--' lance tern will:
• have more nutrients,
have more odor, and
rea.uire More land to DMpedy Ihse the nutrients.
ReMOval teChl7urueS:
Hire a custom applicator.
AF11 ; the sludgy and ]a99OOn 1iQi id L� iVi a CtIO
puI12D Liit'OtI?�1 Faze- Ore l ' �tat4; ItIID e:
and soil i u-!z!q orr7 SP - er I-iZga i0i2 SV5'�i onto nee by MrjjM�
• - �e��atei �-he ,� � a -
=a= an lagoon by ; j jgari0n o= n
c, fIi.; = g sltla t7i:u--tom i -- �' D ,ai:L� Q�i
23d sPrerC OMO �a�C Or ft?rcQ ?.. ,Q: n liquid Slurlae �t1L'�i_ !haul
a"D,6 o�= Of moon by ��os: Z-Orazeiaad, drREd sl dze t70IIi a onto ne Y C4Ble-C or
Gi 2_T D iCe ��0or- :'O e._a E:si -with [ CITjTi�i or
.� g� ittaq-!_ - b=
=ni0 g�JOii. �� SiL'G� rw..Ive SLIfQa� $a7 Ih'=
a:.Ow ge to flei�r2t... Fhaul Iltithlf?S can Q:em CaCi
onto cropland or -„_. a::c sa�-raci with n� � e,.
:viS-!and; and sOL jnC0j—.,0r2,- La.. ,,,,a
�LL' "ITS iust cS you would r � have v Stud!ze a.�r��Tl� �
T iu wa.S-L:.
nu�e� anti 1ueTMt o� -a~oon wain-. The sludge w comdn dam.=t
;, by -� -• �aiues m " UaL Tn: li ti o
re;Illlreme� �.. ui.tc e'Ia i c3S We; - cljy I�t VIOLS p on Q the S�uOge �ofic` s �rM be
2.5-eti. a11Dli coon is �s Wi11 be dLsc *�'r... amni�ZIi3IIS t0 that �� 2IId c::t3D
i.SS..,.; �
III ~all jn Qmt:.:
When
�CMOV En', rma, YOii IIuSi
�Ltttron by the also lay attention to the ^�-
ilztatL von Pumper- or dim; ;� � r wail easure- th.�_.� prevem Qosr
StOn the _ soil mam—dal or the swg hetic 1i=1 than �" lager linw r�
vj �egia and not rr at. rial °�gvdzsturoed, Trott s4O dd
rernovea without line.- in- '�ume Ilnd' you are sL� � the slud3e � be
Possible- injury- ae hoer is darhage d it ;nus-, be repaired soon as
SItlQge ,'Mtn the I4goon has a MLch than liauid e"..3tlsv 4f ti1fS it SlIQ'} hi., piIIOSDh0r""S and- heavy ahE� cm=
and mewl ir' - as dic `'ha orooa�iy be a?Plie d to i- with low
sn btl �a DhQsPho
eansion _ i�iocp that if the siudvc , and inc3� �Ora� ca Wince the c ncr or
�� died to rieids wit@I vezv i'- hTr Soil- efuncntof �
should be died only at rams eq,:- to the FOP remv rai of v:-hc�s�'tz
wasre.S, 8i .QvS have You, lagoon SItEC�ar 2Ihaly2ed for its nu oras' AS vv� am
_ =--,M value.
7 he 2PP!i{`=.on of Slue^ will inC-�
pry"•-.�z:tiO,� should be `tee t`�'e amount v1 odor at _Ze �i;,Uiiratic
Could I3IL.." '_.. Se :'Ie c 11S z O[JS...'ve tfhe WI�a GZiw'-01- and Other Conditions hic

Id=dried Prvolezns should be tor=Md pro=tly_ It is ad
duria� or ir-�mediateiy following a ilea ram_ Disable to insert your sys a
amine Proper solutions, consult with aDnrapr:arm ncc is named to
*�_
You sboulci rrd the Ievel of the a
record the I; Vei°�'n bus'= IQr ua i;rhea gain is n
Ye amain to fi kcctu<s,.-the rain (�s�in, them is no sitd then
CYflu you an idea of how rnuc:� your Ia oon Iev� WM P � T.ais wilt
must a.so be r rding your; dI far a Mtn Minfiii afmo�rat
this to Work)- win hey is
�g �iaation �lications and storage. If otar � � g � should '
t7W prOblem f wm a tiiV U�II �c „c �C�Si�f���YOU may
,-OM fr12-ven2 the su-rounding iSIId. =''QiI Or th►.a., IM be ae utm
the
- ImmeciiamlY as� ronstr=don estaolish a cari-roletr soa cover on bar, So3�I
sue' to avoid emsion_ -
�- r:TH ne•,v lagoon ism
treatrae It volume a. i st half Lull
4+rc5tr IOa r bps, �II- care tZQt L(3 0: �iQ4 -A 0f be -:or --
nor ILTILIgg or bans; slo es.
//;�m_ic�es �w!�or mould have !�■ T�}� / }� !�
e,Id 0 the pile to i S Le)cibje Lii/e 4A�\iW o3� i i1V
_ � my or anOEh , ==-= Of oWi th;. E3atTOIii Ql u'iS on
ti23�= +-•r
the Mi;;. SLOWIna t�Iv :IIC:3T;i'? wr tEi cY[3It: i.' 'bII of
I Posed' Le.
bacmipi estab bw. joadincr (due a new lagoons
in the
$ C to
••a;�: v
Lisc"` ti a new lagoon be S
�fo swine ia_ in the amourt of 0.25 wirh sivar_ Tram = n 1 Y
qma volule. I"nis se dLa si;ouId oc; .� `' ter the �Lloog
'aQaitiOn OI v ' `-si two E orto the
fJ_
3lii�n a nenoa ,. tII.. *}�p
ti sZ;; d Ofl `� _DOn liquid ?Z I tfiV
.4, add �acultW time at the r� of I pound P$ Iclls °w
lagoon liquid volume until the $ r r pe: 1000 cubic fem of
PR is betwe= 7.5 and S.O. P ,ses above 7.0_ optimum k,,Lmz Hanid_
T. A ciarA color, Ian of bubbling one e
aiolo a :vity_ CortsuIffig eve mar s`� i ri s
if with Atli -
OIi. conditions =forprolong�.period., :'.17��aunnj
Loari'ragg:
The more J5=`Uently and that lagoon �.m ion_ F. Shy waste= alC_ is added to a lagoon, the i�e�-fie
optimuta for Wit. Fitt mash v►aste ;rfFo t�'te ia=ca sev
and r um �' SVS; �l �I tlmeS G4iiV a�
--E� -., `'` `a c•• day, � work tiye;;• = h-1 which o= or more buildil gs 2P MaiII�

Possible Causes of-La...0m fiaflure
S • Y w wfr f tF - rrlt# _fl}i �� [i `� .ii�; t. _ _
[ [ - �= •i• g rim t t i Er - mcr # i £t !ri' Y! F im
i , i! _ r :Etna : .. s '
`tirliit t! r• • t te°Y =• • ast: .:.r rf � at( of
tl
4! a rcta - .E a"E t![ (a ' #!- ra _
71 �•.TrEtt l ! iF st
`•' ram.. [�`irA '. r a!t ri Y.
bchidem-
1 a ff Er: _artt (i( # the _i• i ilt ! ! E _
3! the i✓_ ft tr -ar =+was=ra -
Nt,r rt r3 i i _ (rrY ar ► re+..ir,-°t4 of
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ai - i - -
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�. iulrnToval o� I&om ege scou�.s damage � powl aIevei below ��
�

J U rh'
Operator. ---______ ___ ____ __ _____________ eReW.ster
Gounty =_ ------- -----= - ------ =� Sampson
Date:==== _____� __--__ ________ ________- 09/14/06
Dist.to nearest residence (other than owner):
sows (farrow to finish):===
sows (farrow to feeder): eder):=== ---------------->
head (finishing only):====_ -
Sows (farrow to wean):====_ -------- ------ =>
head (wean to feeder) ====_
Ave. Live Weight for other operations(lbs.)=>
Storage volume for sludge accum. (cu. ft.):=>
Treatment Volume (min. 1 cu. ft./Ib.)=== ===>
25 Year - 24 Hour Rainfall
Rainfall in excess of evaporation Qn_)= __==>
Drainage area of buildings & tots (sq. ft.)=>
Volume of wash water (gallons/day)=--======>
Temporary storage period (days)======== ====>
Freeboard(ft.):____________________________>
Side slopes (inside lagoon):================>
Inside top length
Inside top width
Top of dike elevation
Bottom of lagoon elevation
Seasonal high watertable(SHWT) eiev.(ft.):=>
Total required volume:===== 487019
Actual design volume:====== = _____-_ 510499
Stop pumping el.(> or = to 44.0 ft.SHWT)>
(> or = to 44.0 ft.Min.)
Required minimum treatment volume: 330480
Volume at stop pumping elevation: 330979
Start pumping elev.:___
1000 ft.
2448
0
1.0
7.0
7.0
180
1.0.E
3.0 : 1
325.0
200.0
50.0
38.0
44.0
cu. ft.
cu. ft.
45.9 ft.
cu. ft.
cu. ft.
Volume at start pumping elevation:
46.4945 cu. ft.
Actual volume less 25yr.--24hr rain:
472582 cu. ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped: —=>
118622 cu. ft.
Actual volume to be pumped:==>
133966 cu. ft.
48.3 ft.
of 7"' %,o, 4

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-

operator:Travis Register County: Sampson
Date: 09/22/94
i
'
Distance to nearest residence (other than O*ner): iQU fl . 0 feet
1. AVERAGE LIVE WEIGHT (ALW) x 1417 lbs. = 0 lbs
0 sows (farrow to finish) x 522 lbs. = 0 lbs
0 sows (farrow to feeder) x 135 lbs. = 330480 lbs
2448 head (finishing only) x 433 lbs. _ 0 lbs
0 sows (farrow to wean) 30 lbs. - 0 lbs
0 head ( wean to feeder) x 0
Describe other :
Total Average Live Weight = 330480 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 330480 ),bs. AIIW x Treatment Volume(CF)/blb. ALW
Treatment Volume(CF)llb. ALW =
Volume = 330480 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION Sludge AccumulationRequest N t Computed
Volume = 0.0 cubic feet As Needed
TOTAL DESIGNED VOLUME
----------- 300.0
Inside top length (feet)------'--' _____ 22525.0
Inside top width (feet)-----------------.0
Top of dike elevation (feet)------------ ----- --- 42.0
Bottom of lagoon elevation (feet) ------------
1.0�
Freeboard (feet)----------------------------- 3.0 3
Side slopes (inside lagoon)-------------
Total: design volume using prismoidal formula
SS/END1 SS/3ND2 SS/SIDE01 SS/SIDo2 LENGTH 219.0 WIDTH
DEPTH
3.0
AREA OF TOP
LENGTH. * WIDTH = 294.0 219.0 64386 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH - 37206 (AREA OF BOTTOM)
234.0 159.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
264.0 189.0 199584 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA9I SECTION) + AREA
584.0 3 BOTTOM] * DEPTH
64386.0
Total Designed Volume Available = 501960 CU. F

,7
�. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA: -
Lagoon (top of dike)
Length * Width =
300.0 225.0 s7500.0 square feet
Buildings (roof and lot water)-
0.0 square feet Describe this area.
TOTAL DA 67500.0 square feet
180 days.
Design temporary storage period to be
5A. Volume of waste produced
Feces &.urine production in gal./day per 135 lb. ALW 1.37
Volume _ 330480 lbs. ALW/1$5?05s5 cubic feet gal/day 180 days
Volume = 603677 gals. or
5B. Volume of wash water
used rs
volume
This is the amount of fresh water stem.foFlush systemsr washing that r
thatrecircula
of fresh water used for a flush system.
the lagoon water are accounted for in 5A.
gal
Volume =
0.0 gallons/day * 180 days storage!?.48 per1CF'
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amour
_
180 days excess rainfall - 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 39375.0 cubic feet

a -3
D. Volume of 25 year - 24 hour storm
Volume = 7.0
inches I
12 inches per foot * DA
Volume = 39375.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
80705
cubic
feet
5B.
0
cubic
feet
5C.
39375
cubic
feet
5D.
39375
cubic
feet
TOTAL 15945�_cubic feet
6. SUMMARY
J
-----> 180 days
Temporary storage period===============_'"___? 7.0 inches
oration======== ---
Rainfall in excess of evap __ 7. 0 inches
25 year - 24 hour rainfall______- 1.0 feet
Freeboard== =----------------------------= -> 3.0 : 1
Side slopes======___--------------____> 300.0 feet
Inside top length--=====__------______________� 225.0 feet
Inside top width--===========-=i_______--_-_-_---� 52.0 feet
Top of dike elevation`====== _=s=_===____> 4i3O feet
Bottom of lagoon elevation===---------------> 489935 cu. ft.
Total required ___________> 501960 cu. ft.
Actual design volume==========--__=-_- 0.0 feet
Seasonal high watertable elevation -(S��_==>- - .2 feet
Stop pumping elev.====_____=------__-___=> 48.feet
Must be > or = to the SHWT elev.--_-- "
Must be > or = to min. req. treatment el_ > 47.0 feet
Required minimum treatment volume=====-330480 cu, ft.
____ > 333,482 cu. ft.
Volume at stop pumping elevation_=__-_w� 50.3 feet
Start pumping elev.-===_______--=-----=-
Must be at bottomoffreeboard-& 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall_=> 462585 cu. ft.
elevation=--=-_----=> 457640 cu. ft.
Volume at start pumping - _ ---====,> 120080 cu. ft.
Required volume to be pumped======_: > 124158 cu. it.
Actual volume planned to be pumped=====_____
Min. thickness of soil liner when required==> 1.6 feet
DESIGNED BY: Lanier fi Houst
on CHECKED BY: j1pa tl
m
Z DATE: �/,V/spr/
DATE: � f �. i y +}
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

i7;1'1 zef y 16Fcjsr stn.
V _ittfft*, 7.C� FtiCl�Fe. t r fi ..'f7 ER g
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_- eta:#[fffl,, 6'Glti...£2 _
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5A-. `�4i: {�.%yi '6: Al i i.- #eSi
cud• i it, f 6_0;t
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J:FT 1 F C" ub 4 c. F .,6 -
-
TOTAL
T6--lr'. l:_ q.tfl re,3.7'.F i-!1i�'t' - '•_� '"jt�i3-_i.Lt'4.7
WV 49207
i�+ t Ti . r` t o.l �. fm+ n _t W u .I Ul" p- I _u . # #3 £ ��} ' L. c .lfiEll
i:1 i
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tral3s.t,J-rir:;;! st��e ts}r-r ,sFr-rr s �#i
"cu�,:i feet
A':# eva L�`eet :f 3�t°utt�e. `: S.:.t4-0 ,'ttF f yet Xs:tar t�ttnp:.
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tic fj. AP VE D BY
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NO E �. SEE � � TAC i-#E� AS Te UT It I 'i' I4�1�1 PL AI�3

4- .
operator:Travis Register County: Sampson
Date:
09/22/94
Distance to nearest residence (other
than oainer):
/400.0
feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
0 sows (farrow to feeder)
x 1417
lbs.
0
lbs
2448 head (finishing only)
x 522
lbs. =
0
The
0 sows (farrow to wean)
0
x 135
x 433
lbs. =
lbs.
330480
lbs
head (wean to feed
feeder)
Describe other
x 30
-
lbs. =
0
0
lbs
lbs
0
Total Average Live Weight =
330480
lbs
2. MINIMUM REQUIRED TREATMENT VOLUME
OF LAGOON
Volume = 330480 l.bs. ALM x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW =
Volume = 330480 cubic feet 1 CF/lb. ALW
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION Sludge Accumulation Not Computed
Volume = Owners Request Remove Sludge
0.0 cubic feet As Needed
�'a.. TOTAL DESIGNED VOLUME
Inside top length (feet)--------
------------- 300.0
Inside top width (feet)--------
-
25
Top of dike elevation (feet)---------------- 252.0
Bottom of lagoon elevation (feet) -----------.0
_
Freeboard (feet) ---------------- 41.0
Side slopes (inside lagoon) ----------------1.0
-3.0
-
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 294.0 219.0 10.0
AREA OF TOP
LENGTH * WIDTH =
294.0 219.0 64386 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
234.0 159.0 37206 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
264.0 189.0 199584 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTHff
64386.0 199584.0 37206.0
1,
Total Designed Volume Available = 501960 CU. FT.

U. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
.Length * Width = i
300.0 225.0 67500.0 square feet
Buildings (roof and lot water).
0.0 square feet Describe this area.
TOTAL DA 67500.0 square feet
Design temporary storage period to be
i80 daps.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW
1.37
Volume = 330480 lbs. ALW/135 lbs. ALW * 1.37
gal/day 180 daps
Volume = 603677 gals. or 80705.5 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculai
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days stora e/7.48
y g gallonf
Volume = 0.0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall -
- 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 39375.0 cubic feet
APR 0, 5 2019
. .i��Fafuut3va:a+;�l

a -3
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot
DA
Volume = 39375..0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 80705 cubic feet
5B. 0 cubic feet
5C. 39375 cubic feet
5D. 39375 cubic feet
TOTAL 15945�_ cubic feet
6. SUMMARY
Temporary storage period====================>
180
days
Rainfall in excess of evaporation===========>
25 - 24
7.0
inches {
year hour rainfall==================>
Freeboard===============-----------------
7.0
inches x f�
Side slopes_________________>
1.0
feet
Inside top length========================- =>
.0
: 1
Inside top width==-==________-_ ----_-_---_-- _
300 .0
225.0
feet
feet
Top of dike elevation==========------------=>
>
52.0
feet
Bottom of la goon elevation_____________=====____>
41.0
feet
Total required volume=======================>
489935
cu. ft.
Actual design volume========----===--=-_-_-_--_>
501960
cu. ft.
Seasonal high watertable elevation (SHWT)===>
Stop
0.0
feet
Pumping elev.______________________----_>
48.2
feet
Must be > or = to the SHWT elev.====_----=>
Must be > =
0.0
feet
or to min. req. treatmentel =>
Required minimum treatment volume===========>
47.0
330480
feet
Volume at stop pumping elevation=======_====>
333482
cu. ft.
cu. ft.
Start pumping elev.________________________
50.3
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 24
yr.- hr. rainfall==>
Volume at start pumping elevation==========_>
462585
457640
cu. ft.
Required volume to be pumped================>
Actual volume planned
120080
cu. ft.
cu. ft.
to be pumped========-=>
Min. thickness of soil liner when required==>
124158
1.6
cu. ft.
feet
DESIGNED BY: Lanier & Houston CHECKED BY:J�J,,m- 0
DATE: 9 f ;L11 y 4 DATE: �3Et�y
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: