310814_Application_20240215

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, 2024, 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, 2024.
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.
Certificate Of Coverage Number: AWS310814
2.
Facility Name: Cotton Top Farms
3.
Permittee's Name (same as on the Waste Management Plan):
Dwight L Hill �.
4.
Permittee's Mailing Address: 386 Ralph Sutton Rd
City: Mount Olive q101 _ 1q a —190State: NC
1q
Zip: 28365
Telephone Number: E-mail: [e-mail]
5.
Facility's Physical Address: 499 Jones -Turner Rd
City: Mount Olive State: NC
Zip: 28365
6.
County where Facility is located: Duplin
7.
Farm Manager's Name (if different from Landowner):
8.
Farm Manager's telephone number (include area code):
9.
Integrator's Name (if there is not an Integrator, write "None"):
Smithfield Hog Production
10.
Operator Name (OIC): Dwight L. Hill II
Phone No.: 919-709-1809
OIC #: 999452
11.
Lessee's Name (if there is not a Lessee, write "None"):
jJp/�,�,.
12.
Indicate animal operation type and number:
Current Permit: Operations Type
Allowable Count
Swine - Feeder to Finish
3,520
Operation Types:
Swine Cattle
Dry Poultry
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 Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow
Wet Poultry
Gilts Other
Non Laying Pullet
Other
Layers

13. Waste Treatment Lagoons, Digesters and Waste Storage Ponds (WSP): (Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure
Name
Structure Type
(Lagoon/Digester/
WSP)
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
LAGOON #1
Lagoon
6/26/1995
Full, clay
7093,920.00
883,077.00
19.00
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.10C(d), either by mailing to the address below or sending it via
email to the email 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, solids separators, sludge drying system, waste transfers, etc.)
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.)
Print the Name of the Perm ittee/Landowner/S igning Official and Sign below. (If multiple Landowners exist, all landowners
should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation):
Name (Print):Dw' �%'�'%Cot'�DA� �� � �i ,�. Title: L.JwV��✓'
Signature: �( rc'61-�Orl) � � Date:
Name (Print): Title:
Signature: Date:
Name (Print): Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636

Nutrient Management Plan For Animal Waste Utilization
03-12-2003
This plan has been prepared for:
Cotton Top Farms FN 31-814
D►a�ht�ttJr.
1 d
cIS #v� sle AF
ount Olive, NC 28365
919-658-9824
This plan has been developed by:
Ronnie G. Kennedy Jr.
Agriment Services, Inc.
PO Box 1096
Beulaville, NC 28518
252-568-2648
D eloper 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.
F PIMP
2 W
Signature (o er) 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:
T finical Specialist Signature Date
899719 Database Version 2.0 Date Printed: 03-12-2003 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 3,263,040 gals/year by
77
a 3,520 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
7520
Incorporated
12915
Injected
14223
Irrigated
8174
Actual PAN Applied
(Pounds)
Actual Volume Applied
(Gallons)
Volume Surplus/Deficit
(Gallons)
Year 1
%J101
3,6011,471
-33 8,431
Year 2
95,766
398665,997
-603,957
Note: In source ID. S means standard source, U means user defined source.
899719 Database Version 2.0 Date Printed: 03-12-2003 Source Page 1 of 1

REVISED ADDENDUM TO WASTE UTILIZATION PLAN:
FACILITYNUMBER: (31-814)
FARMNAME: Dwivht Hill Jr (Cotton Ton Farms)
OWNER NAME: Dwieht Hi!! Jr.
FACILITY TYPE: 3,52OFeeder to Finish
This addendum should be incorporated into the existing waste utilization plan created by
Ronnie G. Kennedy Jr. dated 3-12-2013. The waste plan designates all pulls to be
corn/wheat/soybean rotation; however, do to chronic rainfall grower will plant rye cover
after soybeans. The rate for rye is 25 lbs. N per/acre. Corn will follow rye cover crop.
Therefore, reducing corn rate lej�rjbs. N per/ac.
;y ac' /R e
12/31/
f
RONNIE G. KENNEDY JR.
TECHNICAL SPECIALIST

Narrative
This waste plan is a revision of the 11/24/99 plan created by Billy Houston of Duplin SWCD. This plan is
based on the wettable acres of the farm and displays the same in the calculation tables. It is allowable for
any winter annual to replace wheat as long as the agronomic rate of other winter annual crops does not
exceed 100 lbs N per acre. Due to the deficit noted on this plan it is allowable for alternate crops such as
(tobacco or cucumbers to be planted) as long as a rates an application windows are established for the
crops by a technical specialist. For the cropland, 5 acres of flexibility on summer crops exist in first year
and 10 acres on summer crops for second year.
899719 Database Version 2.0 Date Printed: 03-12-2003 Narrative Page 1 of 1

..s1'
' ' summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
The Waste Utilization table shown below summari p p
cropland needed to use the nutrients beingproduced. 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 p g 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
fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
other by-products, commercial fe p p
indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
order to supply the ind q ty g
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization "fable I
Val- 1
Nitrogen
Comm
Res.
Manure
Liquid
Solid
Liquid
I
Solid Manuz
PA
Fert.
(Ibs/A)
PA
Manu
Manure
Manure
Applied
Nutrient
Nutrient
NutfientA
pplied
Applied
Applied
(Field)
Req'd
Applied
pplied
(acre)
(acre)
(Field)
(lbs/A)
(lbs/A)
(lbs/A)
1000
Applic.
Applic.
Source Total Use.
Crop
RYE
Period
N
T
1\
N
Method
N
gal/A
Tons
1000 gals
g
tons
Tract Field ID Soil Series Acres Acres
1912
1(lane 1
S7
Autryville
5.44
5.44 Corn, Grain
85 bu.
2/15-6/30
104
0
20
Irrig.
84
46.60
0.00
253.51
0.00
1912
1(lane 1
S7
Autryville
5.44
5.44 Wheat, Grain
6.86 Corn, Grain
45 bu.
9/1-4/30
104
0
0
brig.
52
28.85
0.00
156.94
0.00
1912
1(lane 1
S7
Autryville
6.86
85 bu.
2/15-6/30
104
0
20
brig.
84
46.60
0.00
319.69
0.00
1912
1(lane 1
S7
Autryville
6.86
6.86 Wheat, Grain
45 bu.
9/1-4/�0
104
0
0
Irrig.
52
28.85
0.00
197.90
0.00
1912
1(lane 5
S7
Autryville
2.13
2.13 Corn, Grain
2.13 Wheat, Grain
85 bu.
2/15-6/30
104
0
20
Irrig.
84
46.60
0.00
99.26
0.00
"11912 1(lane 5
S7
Autryville
2.13
45 bu.
9/1-4/30
104
0
0
Irrig.
52
28.85
0.00
61.45
0.00
1912
1(lane 8)
S7
Autryville
4.06
4.06 Corn, Grain
85 bu.
2/15-6/30
104
0
20
Irrig.
84
46.60
0.00
189.20
0.00
1912
1(lane 8)
12(lane
S7
Autryville
4.06
4.06 Wheat, Grain
45 bu.
9/14/30
104
0
0
Irrig.
52
28.85
0.00
117.13
0.00
1912
2)
S7
Norfolk
5.71
5.71 Corn, Grain
5.71 Wheat, Grain
115 bu.
60 bu.
2/15-6/30
9/1-4/30
131
125
0
0
20
0
Irrig.
Irrig.
111
63
61.58
34.67
0.00
0.00
351.63
197.99
0.00
0.00
1912
2(lane 2)
S7
Norfolk
5.71
1912
2(lane 3
S7
Norfolk
4.95
4.95 Corn, Grain
115 bu.
2/15-6/30
131
0
20
Irrig.
111
61.58
0.00
304.82
0.00
1912
2(lane 3)S7
Norfolk
4.95
4.95 Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
63
34.67
0.00
171.64
0.00
1912
2(lane 4
S7
Norfolk
5.60
5.60 Corn, Grain
115 bu.
2/15-6/30
131
0
20
Irrig.
111
61.58
0.00
344.85
0.00
1912
2(lane 4
S7
Norfolk
5.60
5.60 Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
63
34.67
0.00
194.17
0.00
1912
4(lane 1
S7
Autryville
5.71
5.71 Corn, Grain
85 bu.
2/15-6/30
104
0
20
Irrig.
84
46.60
0.00
266.09
0.00
1912
F4(lane 1
S7
Autryville
5.71
5.71 Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
52
28.85
0.00
164.731
0.00
Previ Database Version 4.1 Date Printed: 9/10/2 WUT Pagel of 4

ap
Utilization
Table
Year
1
ste
•�•
Nitrogen
I
Canm.
Res.
Manure
Liquid
Solid
Liquid
Solid Manor
PA
Fert.
(lbs/A)
PA
Manu
Manure
Manure
Applied
Nutrient
Nutrient
Nutrien
pplied
Applied
Applied
(Field)
Req'd
Applied
ppl1ed
(acre)
(acre)
(Field)
(lbs/A)
(lbs/A)
(lbs/A)
1000
Applic.
Applic.
Source
Total Use.
Crop
RYE
Period
N
N
N
Method
gal/A
Tons
gals
tons
Tract Feld
ID
Soil Series Acres Acres
1912
5(lane 6
S7
Autryville
3.16
3.16
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
9.98
0.00
31.54
0.00
1912
5(lane 6
S7
Autryville
3.16
3.16
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
*275
0
0
Irrig.
275
109.78
0.00
346.91
0.00
1912
6(lane 1 I
S7
Autryville
3.18
3.18
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.96
0.00
63.47
0.00
1912
6(lane 1 I
S7
Autryville
3.18
3.18
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
*275
0
0
Irrig.
275
109.78
0.00
349.10
0.00
1912
60ane 7
S7
Autryville
0.75
0.75
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.96
0.00
14.97
0.00
1912
6(lane 7
S7
Autryville
0.75
0.75
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
*275
0
0
Irrig.
275
109.78
0.00
82.34
0.00
1912
'6(lane 9
S7
Autryville
2.11
2.11
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig,
50
19.96
0.00
42.02
0.00
1912
6(lane 9
S7
Autryville
2.11
2.11
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
*275
0
0
Irrig.
2751
109.781
0.00
231.09
0.00
Total Applied, 1000 gallons 45552.41
Total Produced, 1000 gallons 3,263.04
Balance, 1000 gallons-11289.37 ;
Total Applied, tons 0.00
Total Produced, tons 0.00
Balance, tons 0.00
Notes: 1. In the tract column, --- symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
Pre Database Version 4.1 Date Printed: 9/10/2l7:'
WUT Page -,Nf 4

4
Waste
IF
Tract
Utilization
Field
Table
Source
ID
Soil Series
Total
Acres
Use.
Acres
Year
Crop
2
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(1 bs/A)
Comm.
Fert. (lbs/A)
Nutrient
Applied
(1 bs/A)
Res.
Applic.
Method
Manure
PA
Nutrien
pplied
(1 bs/A)
Liquid
Manure
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid ISolidMantr
Manure
Applied
(Field)
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
1912
1(lane 1
S7
Autryville
5.44
5.44
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
52
28.85
0.00
156.94
0.00
1912
1(lane 1
S7
Autryville
5.44
5.44
Soybeans, Manured, Double Crop
25 bu.
4/1-9/15
100
0
0
Irrig.
100
55.48
0.00
301.80
0.00
1912
1(lane 1
S7
Autryville
6.86
6.86
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
52
28.85
0.00
197.90
0.00
1912
1(lane 1
S7
Autryville
6.86
6.86
Soybeans, Manured, Double Crop
25 bu.
4/1-9/15
100
0
0
Irrig.
100
55.48
0.00
380.58
0.00
1912
1(lane 5
S7
Autryville
2.13
2.13
Wheat, Grain
Soybeans, Manured, Double Crop
45 bu.
9/1-4/30
104
0
0
Irrig.
52
28.85
0.00
61.45
0.00
1912
1(lane 5)
S7
Autryville
2.13
2.13
25 bu.
4/1-9/15
100
0
0
Irrig.
100
55.48
0.00
118.17
0.00
1912
1(lane 8
S7
Autryville
4.06
4.06
4.06
4.06
Wheat, Grain
Soybeans, Manured, Double Crop
45 bu.
25 bu.
9/14/30
4/1-9/15
104
100
0
0
0
0
Irrig.
Irrig.
52
100
28.85
55.48
0.00
0.00
117.13
225.24
0.00
0.00
1912
1(lane 8
S7
Autryville
1912
2(lane 2
S7
Norfolk
5.71
5.71
Wheat, Grain
Soybeans, Manured, Double Crop
Wheat, Grain
Soybeans, Manured, Double Crop
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
63
34.67
0.00
197.99
0.00
1912
2(lane 2
S7
Norfolk
5.71
5.71
35 bu.
4/1-9/15
137
0
0
Irrig.
137
76.01
0.00
433.99
0.00
1912
2(lane 3
S7
Norfolk
4.95
4.95
60 bu.
9/1-4/30
125
0
0
Irrig.
63
34.67
0.00
171.64
0.00
1912
1912
2(lane 3
2(lane 4
S7
S7
Norfolk
Norfolk
4.95
5.60
4.95
5.60
35 bu.
4/1-9/15
137
0
0
Irrig.
137
76.01
0.00
376.22
0.00
60 bu.
9/1-4/30
125
0
0
Irrig.
63
34.67
0.00
194.17
0.00
1912
2(lane 4
S7
Norfolk
5.60
5.60
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
Irrig.
137
76.01
0.00
425.63
0.00
1912
1912
4(lane 1
4(lane 1)
S7
S7
Autryville
Autryville
5.71
5.71
5.71
5.71
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
52
28.85
0.00
164.73
0.00
Soybeans, Manured, Double Crop
25 bu.
4/1-9/15
100
0
0
Irrig.
92
51.04
0.00
291.44
0.00
1912
5(lane 6
S7
Autryville
3.16
3.16
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
9.98
0.00
31.54
0.00
1912
1912
5(lane 6
6(lane 1
S7
I S7
Autryville
Autryville
3.16
3.18
3.16
3.18
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
5.5 Tons
1.0 Tons
5.5 Tons
3/1-9/30
10/1-3/31
3/1-9/30
*275
50
*275
0
0
0
0
0
0
Irrig.
Irrig.
Irrig.
275
50
275
109.78
19.961
109.78
0.00
0.00
0.00
346.91
63.47
349.10
0.00
0.00
0.00
1912
6(lane 1
I S7
Autryville
3.18
3.18
1912
6(lane 7
S7
Autryville
0.75 0.75
0.75 0.75
Small Grain Overseed 1.0 Tons 10/1-3/31
Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30
50
1 *275
0
1 0
0
0
Irrig.
Irrig.
50
275
19.9
109.78
00.00
0.00
14.97
82.34
0.00
0.00
1912
6(lane 7
S7
Autryville
Prev' - Database Version 4.1 Date Printed: 9/10/20) Q WUT Page 3 of 4

t%osm r -i
waste
u illiZailon
1
d UlC
=
""` --
Nitrogen
Comm
Res.
Manure
Liquid
Solid
Liquid
Solid Manur
PA
Fert.
(lbs/A)
PA
ManureA
Manure
Manure
Applied
Nutrient
Nutrient
NutfientA
pplied
Applied
Applied
(Field)
Req'd
Applied
pphed
(acre)
(acre)
(Field)
(lbs/A)
(lbs/A)
(lbs/A)
�
1000
Apphc•
Applic.
Source
Total
Use.
Crop
RYE
Period
N
N
N
Method
N
gal/A
Tons
1000 gals
tons
Tract
Field
ID
Soil Series
Acres
Acres
1912
6(lane 9
S7
Autryville
2.11
2.11
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.96
0.00
42.02
0.00
1912
F6(lane 91
S7
Autryville
2.11
2.11
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
*275
0
0
Irrig.
1 2751109.78
0.00
231.09
0.00
Total Applied, 1000 gallons
4,976.42
Total Produced, 1000 gallons
3,263.04
Balance, 1000 gallons
-1,713.38
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
0.00
Notes: 1. In the tract column, — symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
WLJT Page 4 of 4
Prev' - • Database Version 4.1 Date Printed: 9/ 10/20 ; R

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.
Depending on the requirements of the crop and the nutrient content of the waste, some nutrients will likely be over or under applied if animal waste is being
utilized. Waste should be analyzed before each application cycle and annual soil tests are required if animal waste is being applied. Soil tests should be used
to balance the nutrient application amounts with the realistic yields of the crop to be grown. Nutrient management plans may require that the application of
animal waste be limited so as to prevent over application of phosphorous when excessive levels of this nutrient are detected in a field.
ti 7^ e%+o T T+:1: rv.,+; e%*% 'Tr%1..1 o t7
Tract
Field
Source
I.D.
Soil Series
Total
Acre
Use.
Acres
Cron
RYE
RYE
Unit
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
Comm.
Fert.
Nutrient
Applied
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manur
Applie
(Field
N
N
N
lbs/A
1000
al/A
tons
1000 gals
tons
1912
lane 10
S7
Autryville
5.4
5.4
Corn, Grain
85.0
Bushels
2/15-6/30
104
0
20
Irrig.
84
33.53
0
182.42
0.
1912
ane 10
S7
Autryville
5.4
5.4
Wheat, Grain
45.0
Bushels
9/1-3/31
52
0
0
Irrig.
52
20.76
0
112.93
0.
1912
lane 12
S7
Autryville
6.9
6.9
Corn, Grain
85.0
Bushels
2/15-6/30
104
0
20
Irrig.
84
33.53
0
230.04
0.
1912
lane 12
S7
Autryville
6.9
6.9
Wheat, Grain
45.0
Bushels
9/1-3/31
52
0
0
brig.
52
20.76
0
142.40
0.
1912
(lane 5)
S7
Autryville
2.1
2.1
Corn, Grain
85.0
Bushels
2/15-6/30
104
0
20
Irrig.
84
33.53
0
71.43
0.
1912
(lane 5)
S7
Autryville
2.1
2.1
Wheat, Grain
45.0
Bushels
9/1-3/31
52
0
0
brig.
52
20.76
0
44.22
0.
1912
(lane 8)
S7
Autryville
4.1
4.1
Corn, Grain
85.0
Bushels
2/15-6/30
104
0
20
Irrig.
84
33.53
0
136.14
0.
1912
(lane 8)
S7
Autryville
4.1
4.1
Wheat, Grain
45.0
Bushels
19/1-3/31
52
0
0
brig.
52
20.76
0
84.28
0.
1912
(lane 2)
S7
Norfolk
5.7
5.7
Corn, Grain
115.0
Bushels
2/15-6/30
131
0
20
Irrig.
111
44.31
0
253.02
0.
1912
(lane 2)
S7
Norfolk
5.7
5.7
Wheat, Grain
60.0
Bushels
9/1-3/31
63
0
0
brig.
63
24.95
0
142.47
0.
1912
(lane 3)
S7
Norfolk 1
4.91
4.9
Corn, Grain
115.0
Bushels
2/15-6/30
131
0
20
brig.
111
44.31
0
219.34
0.
_............... - .................... ........ ... .......................... ......... .........._.................. ................. -- .......... ............ ......
899719 Database Version 2.0 Date Printed: 3/12/03 WUT Page 1

IVt7 . T TA*10 1• T 7 1
Tract
Field
Source
I.D.
Soil Series
Total
Acre
Use.
Acres
Crov
RYE
RYE
Unit
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
Comm.
Fert.
Nutrient
Applied
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manur
Applie
(Field
N
N
N
lbs/A
1000
al/A
tons
1000 als
tons
1912
10ane 3)
S7
Norfolk
4.9
4.9
Wheat, Grain
60.0
Bushels
9/1-3/31
63
0
0
brig.
63
24.95
0
123.50
0.
1912
(lane 4)
S7
Norfolk
5.6
5.6
Corn, Grain
115.0
Bushels
2/15-6/30
131
0
20
brig.
111
44.31
0
248.14
0.
1912
10ane 4)
S7
Norfolk
5.6
5.6
Wheat, Grain
60.0
Bushels
9/1-3/3 1'
63
0
0
brig.
63
24.95
0
139.72
0.
1912
(lane 1)
S7
Autryville
5.7
5.7
Corn, Grain
85.0
Bushels
2/15-6/30
104
0
20
Irrig.
84
33.53
0
191.47
0.
1912
(lane 1)
S7
Autryville
5.7
5.7
Wheat, Grain
45.0
Bushels
9/1-3/31
52
0
0
brig.
52
20.76
0
118.53
0.
1912
(lane 6)
S7
Autryville
3.2
3.2
Small Grain Overseed
1.0
Tons
10/1-3/31
50
0
0
brig.
50
9.98
0
31.54
0.
1912
10ane 6)
S7
Autryville
3.2
3.2
Hybrid Bermudagrass
Ha
5.5
Tons
3/1-9/30
*275
0
0
Irrig.
275
109.78
0
346.91
0.
1912
lane 11
S7
Autryville
3.2
3.2
Small Grain Overseed
1.0
Tons
10/1-3/31
50
0
0
brig.
50
19.96
0
63.47
0.
1912(lane
11
S7
Autryville
3.2
3.2
Hybrid Bermudagrass
Hay
5.5
Tons
3/1-9/30
*275
0
0
Irrig.
275
109.78
0
349.10
0.
1912
(lane 7)
S7
Autryville
0.8
0.8
Small Grain Overseed
1.0
Tons
10/1-3/31
50
0
0
Irrig.
50
19.96
0
14.97
0.
1912
(lane 7)
S7
Autryville
0.8
0.8
Hybrid Bermudagrass
Ha
5.5
Tons
3/1-9/30
*275
0
0
Irrig.
275
109.78
0
82.34
0.
1912
(lane 9)
S7
Autryville
2.1
2.1
Small Grain Overseed
1.0
Tons
10/1-3/31
50
0
0
brig.
50
19.96
0
42.02
0.
1912
(lane 9)
S7
Autryville
2.1
2.1
Hybrid Bermudagrass
Hay
5.5
Tons
3/ 1-9/30
*275
0
0
brig.
275
109.78
0
231.09
0.
Produced- 1000 fl-allong
3-263-04
Mimure SolidsTotal
0.
Total Produced- ton-.q
(I
Balance, tons
0.
Notes: 1. In the tract column, symbol - means leased, otherwise, owned. 2. Symbol * means user entered data.
........................................................................ I............. _ .._ __ _ ............. ......... .............................................
899719 Database Version 2.0 Date Printed: 3/12/03 WUT Page 2

Tract
Field
Source
I.D.
CLE Nook
Soil Series
Total
Acre
Use.
Acres
Cron
RYE
RYE
Unit
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
flhq/A)
Comm.
Fert.
Nutrient
Applied
MOM
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manur
Applie
(Field
N
N
N
lbs/A
1000
a1/A
tons
1000 izals
tons
1912
lane 10
S7
Autryville
5.4
5.4
Wheat, Grain
45.0
Bushels
9/1-3/31
52
0
0
Irrig.
52
20.76
0
112.93
0.
1912
lane 10
S7
Autryville
5.4
5.4
Soybeans, Double Crop
*25.0
Bushels
4/1-9/15
*92
0
0
Irrig.
92
36.73
MEN 0
199.79
0.
1912
lane 12
S7
Autryville
6.9
6.9
Wheat, Grain
45.0
Bushels
9/1-3/31
52
0
0
Irrig.
52
20.76
0
142.40
0.
1912
lane 12
S7
Autryville
6.9
6.9
Soybeans, Double Crop
*25.0
Bushels
4/1-9/15
*92
0
0
Irrig.
92
36.73
0
251.94
0.
1912
(lane 5)
S7
Autryville
2.1
2.1
Wheat, Grain
45.0
Bushels
9/1-3/31
52
0
0
brig.
52
20.76
0
44.22
0.
1912
(lane 5)
S7
Autryville
2.1
2.1
Soybeans, Double Crop
*25.0
Bushels
4/1-9/15
*92
0
0
Irrig.
92
36.73
0
78.23
0.
1912
(lane 8)
S7
Autryville
4.1
4.1
Wheat, Grain
45.0
Bushels
9/1-3/31
52
0
0
brig.
52
20.76
0
84.28
0.
1912
(lane 8)
S7
Autryville
4.1
4.1
Soybeans, Double Crop
*25.0
Bushels
4/1-9/15
*92
0
0
Irrig.
92
36.73
0
149.11
0.
1912
(lane 2)
S7
Norfolk
5.7
5.7
Wheat, Grain
60.0
Bushels
9/1-3/31
63
0
0
Irrig.
63
24.95
0
142.47
0.
1912
(lane 2)
S7
Norfolk
5.7
5.7
Soybeans, Double Crop
*35.0
Bushels
4/1-9/15
* 140
0
0
Irrig.
140
55.89
0
319.12
0.
1912
(lane 3)
S7
Norfolk
4.9
4.9
Wheat, Grain
60.0
Bushels
9/1-3/31
63
0
0
brig.
63
24.95
0
123.50
0.
1912
(lane 3)
S7
Norfolk
4.9
4.9
Soybeans, Double Crop
*35.0
Bushels
4/1-9/15
*140
0
0
brig.
140
55.89
0
276.65
0.
1912
(lane 4)
S7
Norfolk
5.6
5.6
Wheat, Grain
60.0
Bushels
9/1-3/31
63
0
0
brig.
63
24.95
0
139.72
0.
1912
(lane 4)
S7
Norfolk
5.6
5.6
Soybeans, Double Crop
35.0
Bushels
4/1-9/15
* 140
0
0
brig.
140
55.89
0
312.97
0.
1912
(lane 1)
S7
Autryville
5.7
5.7
Wheat, Grain
45.0
Bushels
9/ 1-3/31
52
0
0
brig.
52
20.76
0
118.53
0.
1912
(lane 1)
S7
Autryville
5.7
5.7
Soybeans, Double Crop
*25.0
Bushels
4/1-9/15
*92
0
0
brig.
92
36.73
0
209.71
0.
1912
(lane 6)
S7
Autryville
3.2
3.2
Small Grain Overseed
1.0
Tons
10/1-3/31
50
0
0
brig.
50
9.98
0
31.54
0.
1912
(lane 6)
S7
Autryville
3.2
3.2
Hybrid Bermudagrass
Hay
5.5
Tons
3/1-9/30
*275
0
0
Irrig.
275
109.78
0
346.91
0.
1912
lane 11
S7
Autryville
3.2
3.2
Small Grain Overseed
1.0
Tons
10/1-3/31
50
0
0
Irrig.
50
19.96
0
63.47
0.
1912
lane 11
S7
Autryville
3.2
3.2
Hybrid Bermudagrass
Ha
5.5
Tons
3/1-9/30
*275
0
0
brig.
275
109.78
0
349.10
0.
1912
(lane 7)
S7
Autryville 1
0.8
0.8
Small Grain Overseed
1 1.0
1 Tons
110/1-3/31
1 50
0
0
1 brig.
1 50
19.96
f 0
1 14.97
0.
...............
- .. _ ........ - ........ ........................... I ................ I .... ... - ............ ............
.....................
899719 Database Version 2.0 Date Printed: 3/ 12/03 WUT Page 3

Tract
Field
Source
I.D.
Soil Series
Total
Acre
Use.
Acres
Cron
RYE
RYE
Unit
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
Comm.
Fert.
Nutrient
Applied
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manur
Applie
(Field
N
N
N
lbs/A
1000
al/A
tons
1000 gals
tons
1912
10ane 7)
S7
Autryville
0.8
0.8
Hybrid Bermudagrass
Ha
5.5.
Tons
3/1-9/30
*275
0
0
Irrig.
275
109.78
0
82.34
0.
1912
(lane 9)
S7
Autryville
2.1
2.1
Small Grain Overseed
1.0
Tons
10/1-3/31
50
0
0
Irrig.
50
19.96
0
42.02
0.
1912
(lane 9)
S7
Autryville
2.1
2.1
Hybrid Bermudagrass
Hay
5.5
Tons
3/1-9/30
*275
0
0
Irrig.
275
109.78
0
231.09
0.
Lagoon LiaMids
Total Annfied- 1000 gallons.
3,867,00,
Total Produced- 1000 Lyallons
3-263-04
0.
Total Produced-
0
Balance, tons
0.
Notes: 1. In the tract column, symbol — means leased, otherwise, owned. 2. Symbol * means user entered data.
.... _.................... _ -- _ _ _ _........._.................-...........
899719 Database Version 2.0 Date Printed: 3/12/03 WUT Page 4

r1N The Irrigation Application Factors for each field in this plan are shown in the following table.
Infiltration rate varies with soils. V applying waste nutrients throw an irrigation s stem, you must
�y
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
(inches/hour)
Application Amount
(inches)
1912
F 1(lane 10
Autryville
0.60
0.72
1912
F 1(lane 12
Autryville
0.60
0.72
1912
F 1(lane 5)
Autryville
0.60
0.72
1912
F 1(lane 8)
Autryville
0.60
0.72
1912
F2(lane 2)
Norfolk
0.50
0.96
1912
F2(lane 3)
Norfolk
0.50
0.96
1912
F2(lane 4)
Norfolk
0.50
0.96
1912
F4(lane 1)
Autryville
0.60
0.72
1912
F5(lane 6)
Autryville
0.60
0.72
1912
F6(lane 11
Autryville
0.60
0.72
1912
F6(lane 7)
Autryville
0.60
0.72
1912
F6(lane 9)
Autryville
0.60
0.72
899719 Database Version 2.0 Date Printed: 03-12-2003 IAF Page 1 of 1

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 not possible, care should be taken not to load effluent application fields
with high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface
water moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels
may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
I 10 Years Accumulation
Minimum Acres
115 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Com 120 bu1
150
13.16
44.13
88.26
132.38
6 ton R.Y.E.
3001
26.32
22.06
44.131
66.19
ray
oybean 40 bu
160
14.04
41.37
82.74
124.11
899719 Database Version 2.0 Date Printed: 03-12-2003 Sludge Page 1 of 1
a

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.
Availahle Wa-Rte '.9torave Canacitv
Source Name
Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
180
Start Date
09/30
Plan Year
Month
Available Storage Capacity (Days)
1
1
67
1
2
53
1
3
67
1
4
77
1
5
106
1
6
150
1
7
147
1
8
144
1
9
160
1
10
173
1
11
167
1
12
136
2
1
105
2
2
133
2
3
164
2
4
160
2
5
166
2
6
180
2
7
180
2
8
180
2
9
180
2
10
152
2
11
125
2
12
94
* Available Storage Capacity is calculated as of the end of each month.
899719 Database Version 2.0 Date Printed: 03-12-2003 Capacity Page 1 of 1

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, be/she shall provide evidence of an
agreement with a landowner, who is within a reasonable prozunity,
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 is 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 brass 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 disking after waste
application. Waste should not be applied when there is dander of drift
from the land application field.
899719 Database Version 2.0 Date Printed: 03-12-2003 Specification Page 1 of 4
9

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).
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 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.
899719 Database Version 2.0 Date Printed: 03-12-2003 Specification Page 2 of 4

14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied 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.
899719 Database Version 2.0 Date Printed: 03-12-2003 Specification Page 3 of 4

21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons,, Pumping shall be managed to maintain the liquid
level between the markers. A marker will be required to mark the
maximum storage volume for waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied.
Nitrogen shall be the rate -determining 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 rive 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 a
minimum of five years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
899719 Database Version 2.0 Date Printed: 03-12-2003 Specification Page 4 of 4

Dwight Hill Jr.(Cotton Top Farms)
3/ 19/03
5

Dwight Hill Jr.(Cotton Top Farms)
3/ 19/03
Hard Hose Traveling Gun System
Wettable Acre Computations
erformance Guide & Specifications
Inlet
Hose
Lane
Time To Apply
Model
Flow Rate
Pressure
Length
Hose I.D.
Spacing
Acres Per
1 Inch Acre
Time Per Pull
(GPM)
(PSI)
(Ft)
(In.)
(Ft)
Pull
(Min.)
(Hm.)
Cadman 3000 225 910 11 3.04 260 6.5 120 13.0
0 150 910 1 3_04 260 8 5 100 10.8
Cadman 3250 360 150 840 3.25 280 6.1 75 7.6
150 RING NO LE IUR ar � ��: CAPi 50R e B+Cap +Soy of 71Ge�s eyny arorte�.e4a see
Speeily airs when ordering
Fi�awPath
arm
0.860 0.970 1.08p 1.18" 1.26" 1.34" 1.41 ' 1.47'0
621U.01M &71M 47 A'2A7_1f1R A2!!9_11A A'207_112A AS0'!_14A AL907 7 A
PSI
Oft
INA. FT.
Gft
M& FT.
GPI
M& FT.
GPM
DIA. FT.
GPM
DIA. FT.
GPM
Dbk FT
GPM
DIA. FT.
GPM
UA. F'T.
s0
100
245
130
265
165
285
205
300
235
320
300
335
350
350
385
353
60
110
260
143
280
182
300
225
315
275
335
330
350
385
365
423
368
70
80
120
270
155
290
7
31
320
45
330
295
350
355
365
415
380
458
383
128 280
165 3004:;210
260 340
315 360
380 380
445 395
490
3"
90
135
290
175
310
223
330
275
350
335
370
405
i9'0
475
405
522
409
100
143
300
195
320
235
340
290
360
355
360
425
400
500
415
550
419
110
150
310
195
330
747
350
305
370
370
390
445
410
525
425
577
429
120
157
315
204
335 1
258
360 1
320
380
385
400
465
420
545
435
603
439
Existincr Hard Hose Traveler Gun Irricration System
• # of Exterior Lanes.................................................................................................... 6
• # of Interior Lanes.....................................................................................................3
• # of Single Lanes.......... ass season @some a 3
• # of Total Lanes.........................................................................................................12
• Lane Spacing............................................................................................................. 200' - 235'
• Wetted................................................................................................................... 310'
• °
Lane Spacing as a /o................................................................................................. 65% - 75%
1

Dwight Hill Jr.(Cotton Top Farms)
3/ 19/03
Lane 1
➢ Start End Area [Table E90+ - B] ................................................................................ 0.70 ac.
➢ Middle Area [692'(0.9 x 310')/43,560]......................................................................4.43 ac.
➢ Stop End Area [Table E90+ - G]...............................................................................0.58 ac.
➢ Total Area [(0.70 ac. + 4.43 ac. + 0.58 ac.)]..............................................................S.T1 ac.
Tara 7
➢ Start End Area [Table EE70 - B]..................:.............................................................0.78 ac.
➢ Middle Area [725'(222/2 + 310'/2)/43,560] ............................................................4.43 ac.
➢ Stop End Area [Table EE70 - G]...............................................................................0.64 ac.
➢ Total Area U0.78 ac. + 4.43 ac. + 0.64 ac.)).............................................................. 5.85 ac.
Lane 3
➢ Start End Area [Table EI70 - B].................................................................................0.70 ac.
➢ Middle Area [725'(222')/43,560] ............... noose 3.69..................................3.69 ac.
➢ Stop End Area [Table EI70 - G].................................................................................0.56 ac.
➢ Total Area [(0.70 ac. + 3.69 ac. + 0.56 ac.)]..............................................................4.95 ac.
Lane 4
➢ Start End Area [Table EE70 - B]................................................................................0.78 ac.
➢ Middle Area [685(222'/2 + 310'/2)/43,560]............................................................4.18 ac.
➢ Stop End Area [Table EE70 - G]...............................................................................0.64 ac.
➢ Total Area U0.78 ac. + 4.18 ac. + 0.64 ac.)]..............................................................5.60 ac.
Lane 5
➢ Start End Area [Table EE65 - B]................................................................................0.76 ac.
➢ Middle Area [ 128' (200'/2 + 310'/2)/43,560]............................................................ 0.75 ac.
➢ Stop End Area [Table EE65 - G]...............................................................................0.62 ac.
➢ Total ,Area [(0.76 ac. + 0.75 ac. + 0.62 ac.)].............................................................. 2.13 ac.
T.aTna A
➢ Start End Area [Table E90+ - B]................................................................................ 0.70 ac.
➢ Middle Area [293'(0.9 x 310')/43,560]......................................................................1.88 ac.
➢ Stop End Area [Table E90+ - G]...............................................................................0.58 ac.
➢ Total Area [(0.70 ac. + 1.88 ac. + 0.58 ac.)]..............................................................3.16 ac.
Lane 7
➢ Start End Area [Table E90+ - B]................................................................................ 0.70 ac.
➢ Middle Area [34(0.9 x 310')/43,560]........................................................................ 0.22 ac.
➢ Stop End Area [Table E90+ - G]...............................................................................0.58 ac.
➢ Total Area [(0.70 ac. + 0.22 ac. + 0.58 ac.)/2]..........................................................O.TS ac.
2

Dwight Hill Jr.(Cotton Top Farms)
3/19/03
Tana A
➢ Start End Area [Table EI65 - B].................................................................................0.66 ac.
➢ Middle Area [612'(205')/43,560]..............................................................................2.88 ac.
➢ Stop End Area [Table EI65 - G].................................................................................0.52 ac.
➢ Total Area [(0.66 ac. + 2.88 ac. + 0.52 ac.)]..............................................................4.06 ac.
Lane 9
➢ Start End Area [Table EE75 - B]................................................................................ 0.80 ac.
➢ Middle Area [440'(235'/2 + 310'/2)/43,560]............................................................2.75 ac.
➢ Stop End Area [Table EE75 - G]...............................................................................0.66 ac.
➢ Total Area [(0.80 ac. + 2.75 ac. + 0.66 ac.)/2]...........................................................2.105 ac.
Tara 1()
➢ Start End Area [Table EI70 - B].................................................................................0.70 ac.
➢ Middle Area [828'(220')/43,560] ................................................................................................................ 4.18 ac.
➢ StopSInd Area [Table EI70 - G]................................................................................. 0.56 ac.
➢ Total Area [(0.70 ac. + 4.18 ac. + 0.56 ac.)].............................................................. 5.44 ac.
Tana 1 1
➢ Start End Area [Table EE75 - B]....................................................... :... mongoose ............. 0.80 ac.
➢ Middle Area [275'(235'/2 + 310'/2)/43,560]............................................................1.72 ac.
➢ Stop End Area [Table EE75 - G]............................................................................... 0.66 ac.
➢ Total Area [(0.80 ac. + 1.72 ac. + 0.66 ac.)]..............................................................3.18 ac.
Lane `j-
➢ Start End Area [Table EE75 - B]................................................................................0.80 ac.
➢ Middle Area [872'(230'/2 + 310'/2)/43,560]............................................................5.40 ac.
➢ Stop End Area [Table EE75 - G] ...............................................................................0.66 ac.
➢ Total Area [(0.80 ac. + 5.40 ac. + 0.66 ac.)].............................................................. 6.86 ac.
Total Lane Acres
➢ Lane 1........................................................................................................................5.71 ac.
➢ Lane 2........................................................................................................................5.85 ac.
➢ Lane 3........................................................................................................................4.95 ac.
➢ Lane 4........................................................................................................................5.60 ac.
➢ Lane 5........................................................................................................................ 2.1 3 ac.
➢ Lane 6........................................................................................................................ 3.16 ac.
➢ Lane 7........................................................................................................................0.75 ac.
➢ Lane 8........................................................................................................................4.06 ac.
➢ Lane 9........................................................................................................................2.105 ac.
➢ Lane 10......................................................................................................................5.44 ac.
➢ Lane 11...................................................................................................................... 3.18 ac.
➢ Lane 12...................................................................................................................... 6.86 ac.
➢ Total Wettable Acres flfffflf•1111/f//1f/f1.III.111f1■11/ff11f•11•ff111/I./Iflllfflflfllf1f1I11fIf1ffIf149,795 ac.
3

Dwight Hill Jr.(Cottan Top Farms)
3/ 19/03
Honey Wagon Acres iF NEEDED
➢ T1912 FIELD 3........................................................................................................... 20.70 ac.
➢ Total Acresffffff.ffffffllfl/11fI1fflflff1aaaf If Ilfflfflffffna a f If I f l f 11 film a f 11 f llfff•/I //I/If11 ffI11 /fflll 20.70acf
Notes:
Prepared by Agriment Services Inc.
P.O. Box 1096 - Beulaville , NC - 28518
Phone [phone] - Fax [phone]
Signature of own or facility represen tive Sig ure o technical specialist
I I /
Printed nam�dl of the same above Printed name of the same above
-3 -3 It -L lo
Date Date
4

Ope/Mr. DWI8HT HILL, nt
ratorJCouy� Duplin
Date�
06/26/95
Distance
to nearest residence (other than
owner)�
2000.0
feet
�. A'~'E�A��
0
LV4-
sows (farrow to finish)
x l4l7
lbs =
0
lb�
0
sows (farrow to feeder)
x 522
lbs =
0
lbs
3520
head (finishing only)
x l35
lbs. =
475200
lbs
0
sows (farrow to wean)
x 433
lbs. =
0
lbs
0
head (wean to feeder)
x 30
lbs =
0
lbs
TotaI
Average Live Weight =
475200
lbs
2. MINIMUM REQUI�ED TREATMENT VOLUME
OF LA .... OON
Volume = 475200 lbs. ALW x
Treatment Volume(CF)/lb.
ALW
Treatment Volume(CF)/lb. ALW
=
l CF/1b. ALW
Volume = 475200 cubic feet
STORA8E VOL0ME FOR SLUD8E ACCUMULATION
AldT- �� »�r- ������~���_ `°��~`�=m '~ '~ ' -
0 T-T 14
4. TOTAL
DESIEU�ED VOL0ME
Inside top length (feet)------------------^--
380.0
Top of dike elevation (feet)-----------------
55.5
Bottom of lagoon elevation (feet)------------
44.5
Freeboard (feet>-----------------------------
\.0
Side slopes (inside lagoon)------------------
Total design volume using prismoidal
formula
SS/ENDl SS/END2 SS/SIDEl SS/SIDE2
LENGTH
WIDTH
DEPTH
3.D 3.0 3374.0
235.5
l0.0
AREA OF TOP
LEN8TH * WIDTH =
374.0 235.5 88077
(AREA OF
TOP)
AREA OF BOTTOM
LEN8TH * WIDTH =
3l4.0 l75.5 55l07
(AREA OF
BOTTOM)
'
AREA OF MIDGECTION
LEN8TH * WIOTH * 4
344.0 205.5 282768
(AREA OF
MIDSECTION
* 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) +
AREA BOTTOM]
* DEPTH/6
88077.0 282758.O
55l07.0
l'7
^
�^°..~

DRAINA6E AREA|
Lagoon (top of dike)
Length * Width =
380.0 24l.5 9l770.0 square feet
Buildings (roof and lot water)
0.0 square feet
TOTAL DA 9l770.0 square feet
Design temporary storage period to be
Volume of waste produced
Describe t*/is area.
l80 days.
Feces & urine
production
in gal./day
per
l35 lb. ALW l.37
Volume =
475200 lbs. ALW/l35
lbs.
ALW *
�.37
gal/day l80 days
Volume =
868032 gals.
or ll6047.l
cubic
feet
5B.
Volume
of wash wata/r
This
is the amount of fresh water used
for
washing
floors or
volume
of
fresh water used for a flush system.
Flush
systems that
recirculate
the
lagoon water are accounted for in
5A.
Volume
= 0.0 gallons/day *
l80 days
storage/7.48
gallons
per CF
Volume
= 0.0 cubic feet
5C.
Volume
of ra1nfall in excess .17 evaporation
Use
period of time when rainfall exceeds
evaporation
by largest amoumt.
l80 days excess rainfall =
7.0 inches
Volume
= .17 in * DA / l2 inches
per
foot
Volume
= 53532.5 cubic feet

Volume of 25 year - 24 hour storm
Volume = 7 5 inches / l2 inches per foot * DA
Volume = 57356 3 cubic feet
TOTAL RE-UIRED TEMPORARY STORA�E
5A. ll6047 cubic feet
5B. 0 cubic feet
5C. 53533 cubic feet
5D. 57356 cubic feet
TOTAL 226936 cubic feet
E SUMMARY
Temporary storage period====================> l80 days
Rainfall in excess of evaporation===========> 7.0 inches
hour ra1nfall==================> 7.5 inches
Freeboard===================================> l.0 feet
Inside top length===========================> C. 0 feet
Inside top =..... .....
=======�=> 24l.5 feet
Top of dike elevation====================�==> 55.5 feet
Bot�om of lagoon elevation==================> 44.5 feet
Total required V1, 7D2l36 cu �t *
Actual709920 cu ft. *
Seas1­4na1 high watertable elevation (SHWT)===> 4S.0 feet
Stop pumping eIev.==========================> 5l.7 feet *
Must be > or = to the SHWT elev.==========> 48.0 feet
Must be > or = to min req treatment el.=> 50.5 feet
Required minimum treatment volume===========> 475200 cu ft
Volume at sto�� pumping eleva�ion============> 477376 cu. ��.
Start pumping4.4 �
Must be at buttom of freeboaro & 25 yr. rainfall
Actual volume less 25 yr.- 24 �r. rainfall==> 652564 cu ft.
Volume at start pumping649l58 cu. ft
Required volume to be pumped================> l69580 cu It. �
Actual volume planned to be pumped==========> l7l782
Min thickness of soil liner when required==> l.6 feet
7. DESISNED BOVED BY�
DATE' ~��~���~~��r" DATE' � J
~~~~~ =-~~ � -- nk
:-
NOTE� SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS� 7��_ ����~�

t
r r
• I•t•1 ,-r{-.•••• r7.1 Ir:•I�lS ��- i ,�I .%•
f s111
t I �11• 11 r,' i, .' � ,
00
' .4
tom' • • 7 ' t ! '
too ,1*4 ¢9. f� +s�
i�
4
�,4,- 4�i. Sl, a. too + + -}-
, 1 r
"• LA G: oo N 1
, Z)t ;
0 D '
did 2
000,
�. + + .. '
�
iS,F,ecE .475
Ao FAcE p�.o7E
T,
Gta5T/� P/ t�' i
4
-?ts' Loma. Q ;
360' 1 i
S
AA
.0,0 S! GN VOL vw14 s4 VA / L A AL & *747 9 Z 0 cp ff ;
AW. V-4770A. 17 7/7 4.4.
� ,' �/ate .SLop�S .,�s! .;: :,' ;,�' •. a �
- 9S
• Roe vis D — 8 - /- 9S

.. .._. .. �.__•-�---�T_-•- ..__ .... _. •.. �
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-77
meow
77
IL
Of
dr
.. - •_ - ---:_ :_�.:_. .-_:. __ -�._ :_._.�_�. --_ .--- .. _ _ . .. or - - - ,,,, ,; - .... _ •' --: f��!• �'l,,,d(�' "-L���:-�:/F ��Q�1 RED.. ..:. .
_.7 'TYP ' e a Z `SeC' 17 a Z�r��O;O& ik�
Zisio77
.�'S
APO a
49.
QSri pip - fL xie�cf:_ �ipt-:S verso vi�- Lig,vWL
lop
op
.'� «E:: -ram t - _._� - b
T4
- pt,
li dr
.�.. • • •... •�� tiAt
-e _
7-Y Pl A S,6er1,OAJ map PAD � L-4booA/
C L

`. ..
�
SHEET l OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is (permanent storage) and
l80 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reachec may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to ';-..he system.
The designed temporary storage consists of l80 days storage for�
(l) waste from animal� and (2> e�cess rainfall after evaporation. C.
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throuqhout the year and from year to year' but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle' but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
' pumping and this 1s usually the outlet invert of p�oe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should bea n. An elevation must be establishec
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience a� site cond1tions permit` such as
� weather, soils, crop, and equipment in order to apply waste without
runoff or leaching
' Land application of waste water 1s rec d as an acceptaule
method of disposaI. Methods of applicat�on include solid set`
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out/
l. It is strongly recommended
that the treatment
lagoon
be pre -
charged to l/2 its capacity to
pre«ent excessive
odors during
start-up. Pre -charging reduces
the concentration
of the
initial
waste entering the lagoon thereby
reducing odors.
Solids
should be
covered w1th effluent at all t1mes.
When
is
complete,
precharging
flush buildings with recycled lagoon
liquid. Fresh
water
should not
be used for flush1ng after initial filling
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land applicaticv�.
3. Begin
temporary storage
pump -out of t��e
lagoon
when fluid
level
er, I �11reaches
t7e elevation
53.8
as
marked by permanent
marker.
Stop pump-
n '
out when the fluid level
reaches
elevation
5l.7 .
This
temporary
storage'
less 25 yr- 24
hr
storm,
contains
l69580 cubic
feet
or
l268455
gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (l) inch and the recommended maximum application rate is 0.3
inch per hcUr. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetan tioshould be fertilized as needed
to maintain at vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
c^�tlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within l00 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9' The Clean Water Act of l977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment` Health, and Natural Resources' Division of Environ-
mental Management, has the responsibility for enforcing this law.

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION'
The foundation area of the la�oon embankment and buildinq oad shall
c1eared of trees' logs' stumps, roots, brush, boulders,scd and rubbish
Sa�i�f�ctory disposition �ill be made of all debris. The �o�soil Iroo`
the lagoon and pad area should be stripped and stockpiled for use on
the Cike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened pr1or
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT�
The completed excavation an� earthfill shall conform to the lines'
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as soj' roots, frozen soil` stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable' excavated materia1s can be used as fill. The fill
shall be brought up in approximately horizontal layersnot to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage wit� the hauling and spreading
equipment or standard tamping roller or other equ1valent method
Compaction will be considered adequate when fill material is observed
to consolicxate to the point that settlem�nt is not readily detectible
NOTE THE SPECIAL RE�UIREMENTS FOR PLACEm�kT OF LINERS IN THE LINER
SECTIOM OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shalI 1nclude 5 percent for
settlement Dikes over l5 feet in height an�� with an impoundment
capacity of l0 acre-feet or more fall under the jurisdiction of the NC
Dam Sa�ety Law The hei1,41 d as the difference in elevation
from the constructeheight to the doweam toe of the
d nstr dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER� T�E MINIMUM RE�UIRED THICKNESS SHALL BE l 6 ft.
NOT1 %!ERS (PARTIAL OR FRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SQ INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESI8M WHEN LINERS ARE RE�UIRED BY THE SOlLS REPORT
When areas of unsuitable material are encountered, they will be over-
\ excavated below finish grade to the spec1f1ed depth as measured
perpendicular to the finish grade. The foundation shall be �ackfilled
as specified to grade with a SCS approved material (ie - CL'SC,CH).
REFER TO THE SOILS INVESTI8ATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

Soil liner material shall come frcw-I an approved bcrrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneadec
in the hand it will form a baIl which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material sh�]] not be }ess than ootimum water content dur1ng olacement
The maximum water content relates to the soil material being too wet
for efficieot use of haul�n� equipmen� and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shalI be scarified and moistened as nee�ed before placement of the nex�
lift
The single most impo,tant factor affectinq the overall compacted p'
ability of
a clay liner'
other than the
type of
clay used for
the
iiner'
is the efficient
construction processing
of
the compacted
liner
The sequence
of equipment
use and the routing
of
equipment in
an estab'
lished
pattern
helps assure
uniformity i
e whole
placement
and
compact1cx�
process. For
most clay so1ls`
a tampino
or sheepsfoot
rolIe� is the preferable type of compaction equip«
T�e soil
liner shall be protected
from
the discharge
of waste outlet
p1pes.
This can be done by
using some
type of energy
diss1pator(rocks
or using
flexible outlets on
waste �ipes.
Alternatives
to soil liners
are synthet�c.liners
and
bentonite sealant
When these
are spec1f1ed, additional ccv�struction
.46
are
included
with this Construction
Specification.
CUTOFF TRENCH�
A cutoff trencr� shall be constructed under the em�ankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined bv observation of the foundation
VE6ETATION�
All exposed embankment and other bare constructed areas shall be seede'
to the planned type of vegetation as soon as possible after construc-
tion according Cl the seeding specifications. Topsoil s�ould be place`
on areas of the dike and pad to be seeded. Temporary seed. zng or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTIN8 TILE` d���
T 7-fdyf. Ar A~Co5
When tile drains are encountered' the tile will be removed to at minimu/
of l0 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted wi.th good material such as
SC CL. or CH

SEEDING SPECIFICATIONS
AREA TO BE SEEDED| 4.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOIt- LOWS|
240.0 LBS. FESCUE GRASS
AT
60 LBS./ACRE
(BEST SUITED
ON
CLAYEY
OR WET
SOIL
CO�DITIONS)
SEEDIN8 DATE S�
SEPTEMBER
l TO
NOVEMBER
30
'
FEBRUARY
l TO MARCH
30
240.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTG NO l)
32.0 LBS. HULLED COMMON BERMUDA 8RASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
0%*3*EE0IN8 DATES� APRIL l TO JULY 3l
0.0 LBS. UNHULLED S./ACRE RA4CQMMOB
SEEDING DATES� JANUARY l TO MARCH 30
0.0 LBS. RYE GRASS AT 40LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES/ DECEMBER l TO MARCH 30
APPLY THE FOLLOWING�
4000.0 LB8. OF l0-l0-|0 FERTILIZER (l000 LBS./ACRE)
400.0 BALE8 OF SMALL 8RAIN STRAW (l00
BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED
PRIOR TO SEEDIN8. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH
MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO
PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIR
WITH A CULTIPACKER
OR SIMILAR E0UIPMENT. APPLY MULCH AND
SECURE WITH A MULCH
ANCHORIN6 TOOL OR NETTING.
l. PENSACOLA BAHIA8RASS IS SLOWER TO
ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN UGIN6 BAHIA,
IT IS RECOMMENDED THAT 8
'
LBS./ACRE OF COMMON BERMUDA BE INCLUDED
TO PROVIDE COVER
�
UNTIL BAHIA8RASS IS ESTABLISHED.

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SOIL MAP
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griculture, Soil Conservation Service -- bperating
Conserva. I District

EMERGENCY ACTION PLAN
PHONE Nl WRER S
DWQ 9/0 - 3qr- 3900
EMERGENCY MANAGEMENT SYSTEM . W o - 6296 - Al ( 0
SWCD * 0- 49 g 6- aloe o
NRCS *0-Aft - A/a
This plan will be implemented in the event that wades from your operation are leaking,
overflowing, or ninning offsite. You should not wait until wastes reach surface waters or
live your property to consider that you have a problem. You should make every effort to
ensure that this does not happy. 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. Runofffrom 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 irigation pump.
c. Close valves to eliminate further discharge.
d Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators -action include:
December 18, 1996

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 flowi+
a. Dig a small sump or ditch away from the embankment to catchall seepage, put
in a submersible pump, and pump back to the 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 teach 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 evert cause the spill to reads surface waters?
g. Are potable water wells in danger (either on or off of the properly)?
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 cell
should include: your name, facility, telephone number, the details of the incident from item
2 above, the exact location of the facility, the location or direction of movement of the spill,
weather and wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS phone number -
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number - - , local SWCD office phone number - - ,and
local NRCS office for advice/technical assistance phone number - -
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.
2 December 18, 1996

5. Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a. Contractors Name: A7srAvou,-rtn4 Set-oax-rg
b. Contractors Address: i oLj 4 N�
c. Contractors Phone: 26'2o--566— 2-16`fS
6. Contact the technical specialist who certified the lagoon (MRCS, Consulting Engineer, etc.
a. Name.
b. Phone: Z 52- �LL 49
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 ofwastes from happening again.
3 December 18,1996

OPERATION & MAINTENANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially
important to manage levels so that you do not have problems during extended rainy and
wet periods.
Maximum storage capacity should be available in the lagoon for periods when the
receiving cmp is dormant (such as wintertime for bermudagrass) or when there are
extended rainy spells such as the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for future wet
periods. In the late summer/early fall the lagoon should be pumped down to the low
marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to
irrigate does not leave room for storing excess water during extended wet periods.
Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of
state law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam.
Fescue or common bermudagrass are the most common vegetative
covers. The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
pp based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-10-10, or
equivalent.
Brush and trees on the embankment must be controlled. This may be
done by mowing, spraying, grazing, chopping, or a combination of
these practices. This should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter
the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating :
the waste. ,
Maintenance inspections of the entire lagoon should be made during the initial filliP
the lagoon and at least monthly and after major rainfall and storm events. Items tole'
checked should include, as a minimum, the following: .
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes ---look for:
1. separation of joints
2, cracks or breaks
3* accumulation of salts or minerals
4. overall condition of pipes

Lagoon surface --look for:
1. undesirable vegetative growth
2e floating or lodged debris
Embankment ---look for:
1* settlement, cracking, or "jug" holes
2* side slope stability ---slumps or bulges
3, wet or damp areas on the back slope
4, erosion due to lack of vegetation or as a result of wave action
5* rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a threat
of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps ---check for proper operation of:
1. recycling pumps
2* irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need or repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perform your pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not the time
to think about switching, repairing , or borrowing pumps. Probably, if our lagoon is full,
• gp.p ..Y Y g
your neighbors lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry all surface
drainagewaters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures. The only water that should be
coming from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height
2

Identified problems should he corrected pmmpdy. It is advisable to inspect your system
d��ng�or unmediately following a heavy rain. If technical assistance is needed to
e proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain raunfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
40
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should occour at least two weeks prior to the
addition of wastewater.
b. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
. 7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.

Practice water conservation ---minimize building water usage and
spillage from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation.
Minimize feed wastage and spillage b� keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Management:
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid Level and the maximum liquid lever (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irrigate in the late summer/early fall to provide maximum lagoon
storage for the winter.
The lagoon liquid level should never be closer than 1 foot to the lowest
point of the dam or embankmenE.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
'' •Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of beddingmaterials, long-stemmed forage or vegetation,
� , g g
molded feed, plastic syringes, or other foreign materials into the lagoon.
Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment.
. Remove sludge from the lagoon either when the sludge storage capacity is
,full or before it fills SO percent of the permanent storage volume.
. If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to eliminate the possibility of a
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:

• proper lagoon sizing,
mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
have more nutrients,
have more odor, and
require more land to properly use the nutrients.
Removal techniques:
Hire a custom applicator.
Mix the sludge and lagoon liquid with achopper-agitator impeller
pump through large -bore sprinkler irrigation system onto nearby cropland;
and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; mix remaining sludge; pump into liquid sludge applicator; haul
and spread onto cropland or forageland; and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; dredge sludge from lagoon with dragline or sludge barge; berm
an area beside lagoon to receive the sludge so that liquids can drain back
into lagoon; allow sludge to dewater; haul and spread with manure spreader
onto cropland or forageland; and soil incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The slude will contain different
nutrient and. metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage. Close
attention by the pumper or drag -line operator will ensure that the lagoon liner remains
intact. If you see soil material or the synthetic liner material being disturbed, you should
stop the activity immediately and not resume until you are sure that the sludge can be
removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus
and metal levels, as indicated by a soil test, and incorporated to reduce the chance of
erosion. Note that if the sludge is applied to fields with very high soil -test phosphores, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.

Possible Causes of Lagoon Failure
4gooIn failures result in the unplanned discharge of wastewater from the structure. Types
of failures include leakage through the bottom or sides, overtopping, and breach of the
dam. Assuming proper design and construction, the owner has theresporisibility for
ensuring structure safety. Items which may lead to lagoon failures include:
Modification of the lagoon structure --an example is the placement of a pipe
in the dam without proper design and construction. (Consult an expert in
lagoon design before placing any pipes in dams.)
Lagoon liquid levels --- high levels are a safety risk.
Failure to inspect and maintain the dam.
Excess surface water flowing into the lagoon.
Liner integrity ---protect from inlet pipe scouring, damage during sludge
removal, or rupture from lowering lagoon liquid level below groundwater
table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large discharge
of wastewater and possible dam failure.
I

Insect Control Checklist for Animal Operations
Source Cause BMPs to Minimize Insects Site Specific Practices
Liouid Systems
Flush Gutters • Accumulation of Solids Flush system is designed and operated sufficiently to
remove accumulated solids from gutters as designed;
CY Remove bridging of accumulated solids at di
Lagoons and Pits • Crusted Solids Cr Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the ousting
of solids to a depth of no more than 6 - 8 inches
over more than 30% of surface.
Excessive Vegetative • Decaying vegetation 9'00'*Maintain vegetative control along banks of lagoons
Growth and other impoundments to prevent accumulation of
decaying vegetative matter along watees edge on
impoundment's perimeter.
Feeders • Feed Spillage O Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
O �iedaenca4l#iragteag'a routine basis e.. 7- 10C g � day
interval during summer;15-30 day interval during
Feed Storage • Accumulation of feed residues
AMIC - November 11, 1996, Page 1
winter).
O Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewe,�s in and similar high moisture gain
O �gg�and remove or break up accumulated
solids in filter strips around feed storage as needed.

Source Cause BMPs to Minimize Insects Site Specific Practices
Animal Holding Areas • Accumulations of animal wastes O Eliminate low areas that trap moisture along fences
and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
O 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 wastes O Remove spillage on a routine basis (e.g., 7-10 day
Systems interval during summer;15-3 0 day interval during
winter) where manure is loaded for land application
Q riuvIfftilre IV
adequate drainage around manure
stockpiles.
O Inspect for an remove or break up accumulated
wastes in filter strips around stockpiles and manure
' handling areas as needed.
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
2769 5-7613
AMC - November 11,1996, Page 2
A 16COVq i

Swine Farm Waste Management Odor Control Checklist
Source
Cause
--N
BMPs to Minimize Odor Site Specific Practices
Farmstead
•
Swine Production
B Vegetative or wooded buffers;
ecommended best management practices;
Good judgement and common sense
Animal body surfaces
•
Dirty manure -covered animals
O�Dry floors
Floor surfaces
•
Wet manure -covered floors
Oroo'Slotted floors;
C�Waterers located over slotted floors;
O Feeders at high end of solid floors;
LScrape manure buildup from floors;
�Undertloor ventilation for drying
Manure collection pits
•
Urine;
[3 Frequent manure removal by flush, pit recharge, or
•
Partial microbial decomposition
scrape
CR' Underfloor ventilation
Ventilation exhaust fans
•
Volatile uses;
Fan maintenance;
•
Dust
13 Efficient air movement
Indoor surfaces • Dust 0o'VVashdown between groups of animals;
O Feed additives;
O Feed covers;
O Feed delivery downspout extenders to feeder
��4X[6i]P
Flush tanks • Agitation of recycled lagoon liquid O Flush tank covers;
while tanks are filling O Extend fill to near bottom of tanks with
anti -siphon vents
Flush alleys • Agitation during wastewater 17 Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon liquid D Extend recharge lines to near bottom of pits with
while pits are filling anti -siphon vents
Lift stations • Agitation during sump tank filling O Sump tank covers
and drawdown
AMOC - November 11, 1996, Page 3

Source
Cause
BMPs to Minimize Odor Site Specific Practices
Outside drain collection or
•
Agitation during wastewater
O Box covers
junction boxes
conveyance
End of drainpipes at lagoon
•
Agitation during wastewater
O Extend discharge point of pipes underneath
conveyance
lagoon liquid level
Lagoon surfaces
•
Volatile gas emission;
8"00' Proper lagoon liquid capacity;
•
Biological mixin •
g g�
� Correct lagoon startup procedures;
•
Agitation
C� Minimum surface area -to -volume ratio;
Minimum agitation when pumping:
O Mechanical aeration;
O Proven biolo-ical additives
Irrigation sprinWer nozzles
•
High pressure agitation;
GVOOIrrieate on dry days with little or no wind:
•
wind drift
O�Minimum recommended overatine vressure:
0Purnv intake near laeoon liquid surface:
O Pump ftorn second Mee lago
Storage tank or basin
•
Partial microbial decomposition;
O Bottom or midlevel loadine:
surface
•
Mixing while filling;
O Tank covers:
•
Agitation when emptying
O Basin surface mats of solids:
Settling basin surface
•
Partial microbial decomposition;
O Extend drainpipe outlets underneath liquid level;
•
Mixing while filling;
rl Remove settled solids reeularly
•
Agitation when em in
slurry or �
Manure,sludge
•
Agitation when spreading;
�
r•WSoil injection of slurry/sludges;
spreader outlets
p
•
Volatile gas muss ions
Wash residual manure from spreader after use;
r i Proven biolo 'cal additives or oxidants
Uncovered manure, slurry
•
Volatile gas emissions while
FV"O' Soil injection of slurry/sludges;
or sludge on field surfaces
drying
t� Soil incorporation within 48 hrs.;
r-e Svread in thin uniform lavers for ravid drvine:
n '
Dead animals
•
Carcass decomposition
rl Proper disposition of carcasses
AMOC - November 11, 1996, Page 4

Source Cause BMPs to Minimize Odor Site Specific Practices
Dead animal disposal pits • Carcass decomposition I'1 Complete covering of carcasses in burial pits;
f1 Proper location/construction of disposal pits
Incinerators • Incomplete combustion n Secondary stack burners
Standing water around • Improper drainage; O�rade and landscape such that water drains away
facilities • Microbial decomposition of from facilities
organic mattes
Mud tracked onto public • Poorly maintained access roads Farm access road maintenance
roads from farm access
Additional Informarion: Available From:
' Manure Management; .0200 RuIeBMP Packet
Swine g
NCSU, County Extension Center
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
NCSU -BAE
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment; EBAE 128-88
NCSU - BAE
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; EBAE 129-88
NCSU - BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-88
g �
NCSU - BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
NCSU -BAE
NCSU - Swine Extension
Controlling Odors from Swine Buildings; PIH-33
Con g Manual
Environmental Assurance Program: NPPC Man
NC Pork Producers Assoc.
' ns for Managing Odor; a report from the Swine Odor Task Force
Options g g p
Odors Flies; PRO 107, 1995 Conference Proceedings
NCSU - Agri Communications
Florida Cooperative Extension
Nuisance ance Concerns in Animal Manure Management: and
AMOC - November 11, 1996, Page 5

DEVICES TO AUTOMATICALLY STOP IRRIGATION EVENTS
STATE GENERAL PERMITS
The State of North Carolina has issued State General Permits for animal facilities to operate in North Carolina. These
Permits meet both State and EPA requirements and provide coverage for the following types of facilities.
AWG 100000 - Swine Facilities
AWG200000 - Cattle Facilities
AWG300000 - Poultry Facilities with a liquid waste management system
You have recently been issued a Certificate of Coverage (COC) to operate your animal facility under one of these General
Permits.
Condition 11.24 of each of these Permits reads as follows:
The Permittee shall:
a. install, P
operate, and maintain devices on all irrigation pumps/equipment designed to automatically stop in•igation
activities during precipitation; or
b. commit to provide for the presence of the OIC, a designated backup OIC, or a person under the supervision of an
P P
OIC or designated backup OIC at all times during the land application of waste so that in case of a precipitation
event, the irrigation activities will be stopped immediately. This commitment must be submitted in writing to the
Division on a form supplied by, or approved by, the Division. G.S. § 90A-47]
Installation of devices or submission of alternate documentation shall be completed within 12 months of the
issuance of the COC for this General Permit. The Permittee shall maintain such devices according to the
manufacturer's instructions and warranties. This Condition does not apply to manure spreaders or other equipment
pulled by manned vehicles. [15A NCAC 02T .0108(b)]
Plea a check the box below that indicates your commitment to do one of the following.
Within twelve 12 months of the effective date of a COC issued under this permit, I shall install, operate and ,naintain
devices on all irrigationpumps/equipment desi ned to automatically stop irrigation activities during precipitation.
8 g
This condition does not apply to manure spreaders or other equipment pulled by manned vehicles.
I I I will commit to provide for the presence of the Operator in Charge (OIC), the designated backup OIC, or a person
under the supervision of an OIC or backup 01C at all times during the land application of waste.
"I certifyunder penalty of law that this document was prepared under my direction or supervision in accordance with a
P y P l l
s lion submitted. Based on my
stem designed to assure that qualified personnel properly gather and evaluate the informs
Y persons inquiry of the person or persons who manage the system, or those p directly responsible for gathering the information,
the information submitted is, to the best of my knowledge a and belief, true, accurate, and complete. I am aware that there are
significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing
g
violations."
IWO J4. TO 0 _F4Z f-,
Facility Name
Owner/Perrn1tfWName and Title (type or print)
Signature of OVfier/Permittee
Signature of Operator In Charge (if different from Permittee)
Mail to: Animal Feeding Operations
1636 Mail Service Center
Raleigh, NC 27699-1636
3( dw .14
Permit Number
9�7 dO2-o
Dade
Date
DTASiE 1-22-2020

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
a Q Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill -at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
QRendering at a rendering plant licensed under G.S.106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
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 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
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Signature of T nical Specialist
Date
3-t8-1q
Date