250049_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019. the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at !east 180 days prior to their expiration date. Therefore. all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 25-0049 Certificate Of Coverage Number. AWS250049
2. Facility Name: Faison Smith Farms. Inc. #2
3. Landowner's Name (same as on the Waste Management Plan): Faison D Smith
4. Landowner's Mailing Address: 12,4 AST " " t r � c.
City:-Mbartaan-- '.lay -to ►) State: NC � Zip: , 8 a1,602. U
Telephone Number: E-mail: 40-1-j w e , et { ah , con
V
S. Facility's Physical Address: 425rWilliam Pierce Rd
City: Dover State: NC Zip: 28526
6. County where Facility is located: Cravat
7. Farm Manager's Name (if different from Landowner):
David Si-t7c.k--.5
8. Farm Manager's telephone number (include area code): GR °51) 3 a-89 r
9. Integrator's Name (if there is not an Integrator. write "None"):-Muspby.R evofrb £-- 5(Yl;4k4 e k) Parm5 C4,l>nx>
10. Operator Name (OIC): Faison D. Smith
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Operation Tunes:
Phone No.: OIC #: 18150
919 • `iolo • �C3(o03
Allowable Count
Swine - Feeder to Finish 4.896
wine Cattle Dry Poultry Other Tyne,
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 Brad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Datc
Built
Liner Type
(Clay, Synthetic.
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(inches)
LAGOON I
10/19/1993
ejai
1,062,873.00
142,877.00
19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified tcchnieal socciai3st, 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 sitc evaluations. wetland determinations. or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years. or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal exec 've • cer of the corporation):
'
Fa5t ♦ ��� �I ! Title:
Name:
Signature: i Date: _)4
Name: / Title:
Signature: Y_ Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: 2019PermitRenewal a®ncdenr.gov
FORM: RENEWAL -STATE GENERAL 02/2019

Version —November 26, 2018
Primary Secondary
El 0
CI
El 0
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.
Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-166.7.
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 ail 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
ic=2/ao 19
Date
/01-0
Signature of Technical Specialist Date

Nutrient Management Plan For Animal Waste Utilization
06-15-2010
This plan has been prepared for:
Faison Smith Craven Farm
Faison Smith
524 Bill Sutton Road
Albertson, NC 28508
252-568-7450
This plan has been developed by:
Ronnie G. Kennedy Jr.
Agriment Services, Inc.
PO Box 1096
Beulaville, NC 28518
252-568-2648
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
wa07742,247-X
Signature (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
Technical Specialist Signature Date
650343 Database Version 3.1 Date Printed: 06-15-2010 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 4,538,592 gals/year by a 4,896
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
10453
Incorporated
17953
Injected
19771
Irrigated
11362
.
Max. Avail.
PAN (lbs) *
. Actual PAN:.
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume .
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
11,362
16237
-4,875
6,485,622
-1,947,030
Year 2
11,362
18970
-7,608
7,577,380
-3,038,788
Note: In source ID, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
650343 Database Version 3.1 Date Printed: 06-15-2010 Source Page 1 of 1

Narrative
Due to the deficit duly noted in this plan it is permissible to periodically grow Cotton rotated on 25 acres
of cropland in this plan. The Cotton application window is Mar 15th - Aug 1 and the agronomic rate
should be conservative at 70 pounds per/acre.
650343 Database Version 3.1 Date Printed: 06-15-2010 Narrative Page 1 of 1

ow The table shown below provides a _summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
13
1
5.57
5.57
N/A
Craven
Com, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
34 bu.
13
.10
4.39
4.39
N/A
Goldsboro
Com, Grain
130 bu.
Wheat, Grain
65 bu.
Soybeans, Manured, Double Crop
38 bu.
13
11
5.57
. 5.57
N/A
Goldsboro ..
Corn, Grain
130 bu.
•
•
Wheat, Grain
65 bu.
Soybeans, Manured, Double Crop
38 bu.
13
12
3.31
3.31
N/A
Goldsboro
Com, Grain
130 bu.
Wheat, Grain
65 bu.
Soybeans, Manured, Double Crop
38 bu.
13
13.
1.80
..1.80
N/A
Altavista-CP
Com, Grain
130 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
38 bu.
13
14
2.58
2.58
N/A
Goldsboro
Corn, Grain
130 bu.
.
Wheat, Grain
65 bu.
Soybeans, Manured, Double Crop
38 bu.
13
15
2.58
2.58
N/A
Goldsboro
Com, Grain
130 bu.
Wheat, Grain
65 bu.
Soybeans, Manured, Double Crop
38 bu.
13
16
2.53
2.53
N/A
Arapahoe
Com, Grain
140 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
38 bu.
13
17
2.78
2.78
N/A
Craven
Com, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
34 bu.
13
2
5.57
5.57
N/A
Craven
Com, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
34 bu.
13
. 3
5.57
_ 5.57
. N/A
Craven
Com, Grain
115 bu.
650343 Database Version 3.1 Date Printed 6/15/2010
PCS Page 1 of 2
NOTE: Symbol * means user entered data.

Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
34 bu.
13
9
5.57
5.57
N/A
Arapahoe
Corn, Grain
140 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
38 bu.
13
Pivot
41.77
41.77
N/A
Arapahoe
Com, Grain
140 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
38 bu.
PLAN TOTALS:
89.59
89.59
LI
Potential Leaching
Technical Guidance
< 2
Low potential to contribute to soluble
nutrient leaching below the root zone.
None
>= 2 &
<= 10
Moderate potential to contribute to
soluble nutrient leaching below the root
zone.
Nutrient Management (590) should be planned.
> 10
High potential to contribute to soluble
nutrient leaching below the root zone.
Nutrient Management (590) should be planned. Other conservation practices that improve
the soils available water holding capacity and improve nutrient use efficiency should be
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
650343
Database Version 3.1 Date Printed 6/15/2010
PCS Page 2 of 2
NOTE: Symbol * means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table
Year 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Apple
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Feit.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
13
I
S7
Craven
5.57
5.57
Com, Grain
115 bu.
2/15-6/30
122
0
20
brig.
102
40.74
0.00
226.94
0.00
13
1
S7
Craven
5.57
5.57
Wheat, Grain
60 bu.
9/1-4/30
112
0
0
Irrig.
50
20.13
0.00
112.13
0.00
13
10
S7
Goldsboro
4.39
4.39
Com, Grain
130 bu.
2/15-6/30
148
0
20
Irrig.
128
51.13
0.00
224.45
0.00
13
10
S7
Goldsboro
4.39
4.39
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
Irrig.
61
24.45
0.00
107.32
0.00
13
11
S7
Goldsboro
5.57
5.57
Corn, Grain
130 bu.
2/15-6/30
148
0
20
Irrig.
128
51.13
0.00
284.79
0.00
13
11
S7
Goldsboro
5.57
5.57
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
brig.
61
24.45
0.00
136.16
0.00
13
12
S7
Goldsboro
3.31
3.31
Com, Grain
130 bu.
2/15-6/30
148
0
20
Irrig.
128
51.13
0.00
169.24
0.00
13
12
S7
Goldsboro
3.31
3.31
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
Irrig.
61
24.45
0.00
80.92
0.00
13
13
S7
Altavista-CP
1.80
1.80
Corn, Grain
130 bu.
2/15-6/30
148
0
20
brig.
128
51.13
0.00
92.03
0.00
13
13
S7
Altavista-CP
1.80
1.80
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
56
22.47
0.00
40.44
0.00
13
14
S7
Goldsboro
2.58
2.58
Com, Grain
130 bu.
2/15-6/30
148
0
20
brig.
128
51.13
0.00
131.91
0.00
13
14
S7
Goldsboro
2.58
2.58
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
Irrig.
61
24.45
0.00
63.07
0.00
13
15
S7
Goldsboro
2.58
2.58
Com, Grain
130 bu.
2/15-6/30
148
0
20
Irrig.
128
51.13
0.00
131.91
0.00
13
15
S7
Goldsboro
2.58
2.58
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
Irrig.
61
24.45
0.00
63.07
0.00
13
16
S7
Arapahoe
2.53
2.53
Com, Grain
140 bu.
2/15-6/30
155
0
20
Irrig.
135
53.93
0.00
136.43
0.00
13
16
S7
Arapahoe
2.53
2.53
Wheat, Grain
60 bu.
9/1-4/30
121
0
0
Irrig.
54
21.75
0.00
55.03
0.00
650343
Database Version 3.1
Date Printed: 6/15/2010
WUT Page 1 of 4

p
waste Utrrrcauua
inure
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm
Fert.
Nutrient
Applied
(Ibs/A)
Res.
(Ibs/A)
Applic.
Methad
Manure
PA
Nutrient
Applied
(ibs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manua:
Applied
(FId)
Solid
Manua:
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
13
17
S7
Craven
2.78
2.78
Corn, Grain
115 bu.
2/15-6/30
122
0
20
Irrig.
102
40.74
0.00
113.27
0.00
I3
17
S7
Craven
2.78
2.78
Wheat, Grain
60 bu.
9/1-4/30
112
0
0
Img.
50
20.13
0.00
55.97
0.00
13
2
57
Craven
5.57
5.57
Corn, Grain
115 bu.
2/15-6/30
122
0
20
Irrig.
102
40.74
0.00
226.94
0.00
13
2
57
Craven
5.57
5.57
Wheat, Grain
60 bu.
9/1-4/30
112
0
0
Irrig.
50
20.13
0.00
112.13
0.00
13
3
S7
Craven
5.57
5.57
Com, Grain
115 bu.
2/15-6/30
122
0
20
Irrig.
102
40.74
0.00
226.94
0.00
13
3
S7
Craven
5.57
5.57
Wheat, Grain
60 bu.
9/1-4/30
112
0
0
Irrig.
50
20.13
0.00
112.13
0.00
13
0
S7
Arapahoe
5.57
5.57
Com, Grain
140 bu.
2/15-6/30
155
0
20
Irrig.
135
53.93
0.00
300.36
0.00
13
i.)
S7
Arapahoe
5.57
5.57
Wheat, Grain
60 bu.
9/1-4/30
I21
0
0
Irrig.
54
21.75
0.00
121.14
0.00
13
Pivot
S7
Arapahoe
41.77
41.77
Corn, Grain
140 bu.
2/15-6/30
155
0
20
Irrig.
135
53.93
0.00
2,252.43
0,00
13
Pivot
S7
Arapahoe
41.77
41.77
Wheat, Grain
60 bu.
9/1-4/30
12 I
0
0
Irrig.
54
21.75
0.00
908.48
0.00
Total Applied, 1000 gallons
6,485.62
Total Produced, 1000 gallons
4,538.59
Balance, 1000 gallons
-1,947.03
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.
650343 Database Version 3.1 Date Printed: 6/15/2010
WUT Page 2 of 4

.i3it Table
ear 2
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Pericd
Nitrogen
PA
Nutrient
Read
(lbs/A)
Comm
Felt.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
6bs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gallA
Tons
1000 gals
tons
13
1
S7
Craven
5.57
5.57
Wheat, Grain
60 bu.
9/1-4/30
112
0
0
brig.
62
24.61
0.00
137.05
0.00
13
1
S7
Craven
5.57
5.57
Soybeans, Manured, Double Crop
34 bu.
4/1-9/15
131
0
0
brig.
131
52.33
0.00
291.46
0.00
13
10
S7
Goldsboro
4.39
4.39
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
brig.
. 75
29.88
0.00
131.17
0.00
13
10
S7
Goldsboro
4.39
4.39
Soybeans, Manured, Double Crop
38 bu.
4/1-9/15
149
0
0
brig.
149
59.52
0.00
261.28
0.00
13
11
S7
Goldsboro
5.57
. 5.57
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
Irrig.
75
29.88
0.00
166.42
0.00
13
11
S7
Goldsboro
5.57
5.57
Soybeans, Manured, Double Crop
38 bu.
4/1-9/15
149
0
0
brig.
149
59.52
0.00
331.51
0.00
13
12
S7
Goldsboro
3.31
3.31
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
Irrig.
75
29.88
0.00
98.90
0.00
13
12
S7
Goldsboro
3.31
3.31
Soybeans, Manured, Double Crop
38 bu.
4/1-9/15
149
0
0
brig.
149
59.52
0.00
197.00
0.00
13
13
S7
Altavista-CP
1.80
1.80
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
brig.
69
27.46
0.00
49.43
0.00
13
13
S7
Altavista-CP
1.80
1.80
Soybeans, Manured, Double Crop
38 bu.
4/1-9/15
149
0
0
Irrig.
149
59.52
0.00
107.13
0.00
13
14
S7
Goldsboro
2.58
2.58
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
brig.
75
29.88
0.00
77.09
0.00
13
14
S7
Goldsboro
2.58
2.58
Soybeans, Manured, Double Crop
38 bu.
4/1-9/15
149
0
0
brig.
149
59.52
0.00
153.55
0.00
13
15
S7
Goldsboro
2.58
2.58
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
Irrig.
75
29.88
0.00
77.09
0.00
13
15
S7
Goldsboro
2.58
2.58
Soybeans, Manured, Double Crop
38 bu.
4/1-9/15
149
0
0
brig.
149
59.52
0.00
153.55
0.00
13
16
S7
Arapahoe
2.53
2.53
Wheat, Grain
60 bu.
9/1-4/30
121
0
0
Irrig.
67
26.58
0.00
67.25
0.00
13
16
S7
Arapahoe
2.53
2.53
Soybeans, Manured, Double Crop
38 bu.
4/1-9/15
148
0
0
brig.
148
59.12
0.00
149.57
0.00
13
17
S7
Craven
2.78
2.78
Wheat, Grain
60 bu.
9/1-4/30
112
0
0
brig.
62
24.61
0.00
68.40
0.00
13
17
S7
Craven
2.78
2.78
Soybeans, Manured, Double Crop
34 bu.
4/1-9/15
131
0
0
brig.
131
52.33
0.00
145.47
0.00
13
2
S7
Craven
5.57
5.57
Wheat, Grain
60 bu.
9/1-4/30
112
0
0
Irrig.
62
24.61
0.00
137.05
0.00
13
2
S7
Craven
5.57
5.57
Soybeans, Manured, Double Crop
34 bu.
4/1-9/15
131
0
0
Irrig.
131
52.33
0.00
291.46
0.0
13
3
S7
Craven
5.57
5.57
Wheat, Grain
60 bu.
9/1-4/30
112
0
0
Irrig.
62
24.61
0.00
137.05
0.00
13
3
S7
Craven
5.57
5.57
Soybeans, Manured, Double Crop
34 bu.
4/1-9/15
131
0
0
Irrig.
131
52.33
0.00
291.46
0.00
650343
Database Version 3.1
Date Printed: 6/15/2010
WUT Page 3 of 4

Waste Utilization Table
Tract
13
13
13
13
Field
9
9
Pivot
Pivot
Source
ID
S7
S7
S7
S7
Soil Series
Arapahoe
Arapahoe
Arapahoe
Arapahoe
Tolal
Acres
5.57
5.57
41.77
41.77
Use.
Acres
5.57
5.57
41.77
41.77
Crop
Wheat, Grain
Soybeans, Manured, Double Crop
Wheat, Grain
Soybeans, Manurcd, Double Crop
rear 2
RYE
60 bu.
38 bu.
60 bu.
38 bu.
Applic.
Period
9/1-4/30
4/1-9/15
9/1-4/30
4/1-9/15
Nitrcgen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(Ibs/A)
121
148
121
148
0
0
0
0
0
0
0
0
Applic.
Method
Irrig.
Irrig.
Irrig.
Irrig.
Manua:
PA
Nutrient
Applied
(Ibs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
1000
gal/A
Tons
1000 gals
tons
67
26.58
0.00
148.07
0.00
145
59.12
0.00
329.28
0.00
67
26.58
0.00
1,110.36
0.00
148
59.12
0.00
2,469.33
0.00
Total Applied, 1000 gallons
7,577.38
otal Produced, 1000 gallons
4,538.59
Balance, 1000 gallons
-3,038.79
Total Applied, tons
sr
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.
650343 Database Version 3.1 Date Printed: 6/15/2010 WUT Page 4 of 4

The litigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Tract.
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
13
1
Craven
0.40
1.0
13.
10
Goldsboro
0.50
1.0
13
11
Goldsboro
0.50
1.0
13
12
Goldsboro
0.50
1.0
13
13
Altavista-CP
0.50
1.0
13
14 -
Goldsboro
0.50
1.0
13
15
Goldsboro
0.50
1.0
13
16
Arapahoe
0.45
1.0
13
17
Craven
0.40
1.0
13
2
Craven
0.40
1.0
13
3
Craven
0.40
1.0
13
9
Arapahoe .
0.45
1.0
13
Pivot
Arapahoe
0.45
1.0
650343 Database Version 3.1 Date Printed 6/15/2010 IAF Page 1 of 1
NOTE: Symbol * means user entered data.

rir‘
The following Lagoon Sludge Nitrogen Utilization table provides an estimate ofthe 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 ofthe 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 Uti li 7ation Table
Crop
Maximum
PAN Rate
lb/ac
Maximum Sludge
'Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
,Swine Feeder -Finish Lagoon Sludge - Standard
Com 120 bu
150
13.16
- 61.38
122.76
184.13
Hay 6 ton R.Y.E.
300
26.32
30.69
61.38
92.07
Soybean 40 bu
160
14.04
57.54
115.08
172.631
650343 Database Version 3.1 Date Printed: 06-15-2010 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate ofthe number of days of storage
capacity available at the end of each month ofthe plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at'which.storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or 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 volumeof 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.
AM • vrwwvsv Ar
Source Name
: .nv.� w.i.�.w wV� V VIP, w�wm. .
Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days) *
1
1
28
1
2
18
1
3
60
1
4
121
1
5
180
1
6
180
1
7
149
1
8
118
1
9
106
. 1 .
•
10
163
1
11
168
1
12
155
2
1
142
2
2
167
. 2
3
180
2
4
180
2
5
180
2
6
180
2
7
180
.. 2
8
180
2
9
180
2
10
149
2
11
119
2
12
88
* Available Storage Capacity is calculated as of the end of each month.
650343 Database Version 3.1 Date Printed: 06-15-2010 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.
Z. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply.the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be.reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
650343 Database Version 3.1 Date Printed: 6/15/2010 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
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 ratesonthese soilsshould 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.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
650343 Database Version 3.1 Date Printed: 6/15/2010 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
650343 Database Version 3.1 Date Printed: 6/15/2010 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate -determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
650343 Database Version 3.1 Date Printed: 6/15/2010 Specification Page 4

Crop Notes
The following crop note applies to field(s): 16, 9, Pivot
Corn CP, Organic Soils
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no-till:Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting earlyin cool, wet soil; banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and .insects are essential for corn production.
The following crop note applies to field(s): 1, 17, 2, 3
Corn 1: CP, Mineral Soil, low -leachable
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer .program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the come Timely management of weeds and insects are essential for corn production.
650343 Database Version 3.1 Date Printed: 06-15-2010 Crop Note Page 1 of 4

The following crop note applies to field(s): 10, 11, 12, 13, 14, 15
Corn 1: CP, Mineral Soil, low -leachable
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-301bs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 16, 9, Pivot
Wheat: Coastal Plain, Organic Soils
In the Coastal Plain, wheat should be planted from October 20; November 25. Plant 22 seed/drill row foot
at 1-1 1/2" .deep and increase the seeding rate by-5% for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting
no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test report can also be applied at this time. The remaining
N should be applied during the months of February -March. The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): 1, 17, 2, 3
Wheat: Coastal Plain, Mineral Soil, low -leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". . Also, increase the initial seeding rate by at least 10% when planting
no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N
should be applied during the months of February -March. The total N is dependent on the soil type. Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely
management of diseases, insects and weeds are essential for profitable wheat production.
650343 Database Version 3.1 Date Printed: 06-15-2010 Crop Note Page 2 of 4

The following crop note applies to field(s): 10, 11, 12, 13, 14, 15
Wheat: Coastal Plain, Mineral Soil, low -leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting
no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N
should be applied during the months of February -March. The total N is dependent on the soil type. Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely
management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): 16, 9, Pivot
Double -Crop Soybeans, Coastal Plain: Organic Soils
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. For soils such as phosphorus
should be applied at planting as phosphorus will leach from these soils. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
650343 Database Version 3.1 Date Printed: 06-15-2010 Crop Note Page 3 of 4

The following crop note applies to field(s): 1, 17, 2, 3
Double -Crop Soybeans, Coastal Plain: Mineral Soil, low -leachable
Double -crop: soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally:grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
The following crop note applies to field(s): 10, 11, 12, 13, 14, 15
Double -Crop Soybeans, Coastal Plain: Mineral Soil, low -leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting .to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
650343 Database Version 3.1 Date Printed: 06-15-2010 Crop Note Page 4 of 4

Reinke
MORE RIGHT THAN RAIN
Grower: Faison Smith
System:
System Design 1 : 4/20/2010
Rainman Irrigation n� ;p gQ�>~
0 e �� `y ENe(l u,�, 04 230 o , 3 � � 9 p m
P.O. Box 1137 c l 3 Q
Length
696.00 ft
Spans
4 spans +
13.00 ft
o.h.
Avtraie F1,,vroe ; 5 11'1 yPn1
SAC Area
0
Total area including endgun
41.77 acres

LAYOUT
Page 1 of 1
Faison Smith
CRAVEN COUNTY NORTH CAROLINA
.110
Craven County does not warrant the information shown on this map and should be used only for tax assessment purposes.
Map made on April 21. 2008 at 10:11:12 AM
http://gismaps.cravencounty.com/maps/maP_print.asP?Pid=3-054 -10000&minX=2467224.67034314&min... 4/211•/ 2008

IRRIGATION SYSTEM DESIGNER
Name: fro H✓ ,e2oy/O.-I
Company: eV,, ,z : r/ ,
Address: P•:, _,..•
Phone: FAx 0,9; rr/.z
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, travel lanes, pipeline routes, thrust block
locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system.
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for Irrigation Water Conveyance,
N.C. Field Office Technical Guide, Section IV, Practice Code 430-DD.
8. The information required by this form are the minimum requirements. It is the responsibility of the
designer to consider all relevant factors at a particular site and address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval
of the designer.
NOTE: A buffer strip - feet wide or wider must be maintained between the limits of the irrigation system and all perennial
streams and surface waters per DEHNR-DEM Code Section 15A NCAC 2B .0200 - Waste Not Discharged to Surface
Waters.
•atlon Parameters
ber 1995
na
USDA-Nt

IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: /3.9/ /10-
Address:
Telephone:
TABLE 1 • Field Specifications 1
Field
Number2
/0
Approximate
Maximum
Useable Size
of Field
(acres)
County: c?.4 Vr„/
Date:
Soil Type
Slope
(%)
Crop(s)
Maximum
Maximum Application
Application per Irrigation
Rate '9' Cycie4
(in/hr) (inches)
•
Comments
'Table to be completed in its entirety by Field Office personnel and forwarded to the irrigation system designer.
'See attached map provided by the Field Office for field location(s).
'Total field acreage minus required buffer areas.
'Refer to N. C. Irrigation Guide, Field Office Technical Guide, Section II G. Annual application must not exceed the agronomic rates for the soil and cr
op rop used.
.gation Parameters
lber 1995
Da
USDA

TABLE 2 - Traveling Irrigation Gun Settings
Make, Model and Type of Equipment:
Field Not
and
Hydrant Noe
Travel
Speed
(ft/min)
Application
Rate
(infhr)
TRAVEL LANE
Effective Effective
Width (ft) Length (ft)
Wetted
Diameter
(feet)
Nozzle
Diameter
(inches)
%•
EQUIPMENT SETTINGS
Operating
Pressure
Gun (psi)
Operating
Pressure Arc
Reel (psi) Paltern3
Comments
yq7
4i. 97
9.97
11,97
407
4l, 97
L
'See attached map provided by the Field Office for field location(s).
2Show separate entries for each hydrant location in each field.
'Use the following abbreviations for various arc patterns: F (full circle), TQ (three quarters), TT (two thirds), H (half circle), T (one third), Q (one quarter)_
May also use degree of arc in degrees.
Irrigation Parameters
Octo 1996
USDA-NRCS
page-2 North Carolina(
F

Irrig ton Parameters
Oct 1995
TABLE 4 - Irrigation System Specifications
•
Flow Rate of Sprinkler (gpm)
Traveling
Irrigation Gun
Operating Pressure at Pump (psi)
Design Precipitation Rate (in/hr)
Hose Length (feet)
Solid Set
Irrigation
9/
•
Type of Speed Compensation
SJ
XXXXXXXX
Pump Type (PTO, Engine, Electric)
Pump Power Requirement (hp)
fncc/7
XXXXXXXX
TABLE 5 - Thrust Block Specifications'
Designer ma
YP
rovide thrust block details on separate sheet.
LOCATION
90• Bend
THRUST BLOCK
AREA (sq. R.
Dead End
TeeefiS ��
fit
orj
'See USDA-NRCS Field Office Technical Guide, Section IV, Practice Code 430-DD.
page-4
USDA-NRCS
North Carol!

i) If the friction loss in the discharge assembly up to the
PVC supply line is 8 feet, the friction loss in�� nominal diameter Class
Line of the pump is 7 feetliquid above the the suction assembly is 9 feet, the can
water level, the nozzle tip is 10 feet above the
ground, the maximum elevation betty
in the x feet, the between the center line of the pump and the highest hose s field is psi f e the eripri nk oss operating
ggpyre is 85point
200 PVC psi,e friction loss in the
(feet of head) must the pump produce? This is an engine-drivev is vejer psn, what TDH
traveler..
TDH Component
Sprinkler discharge Arum
FL in pump suction assembly
FL in pump discharge assembly
FL in supply line
FL in traveler hose
Elev. from water to pump
center line
Elev. of nozzle
Elev. difference between CL of
pump and high point in field
Total
IDH
phi
ID$
T
The TDH is 3'94.02 feet, If this
turbinein and were a turbine -drive machine
TDH would be greater than 394.02 feet. ' must also C°mpute FL
k) Compute the approximate brake horsepowero the _
capacity of 392 gpm at a head of 394f t um
p and a operate efficiency
a regained
p of 70 gb ,
14

0,
T;
t.
•
•
•
•

1
•
;A. -Ike. •
Lh'6/
F
• f y w
•
j. M
fir• s , n
ieljli••��,
r7
'c1
F:
:r
a a
•

M U R 8 H y
FAMILY FARMS
October 24, 1995
Mr. Andrew W. Metts
District Conservationist
USDA - Natural Resource Conservation Service
302 Industrial Drive
New Bern, NC 28562
RE: Danny Webb Farm - 4896 Feeder to Finish
Dear Mr. Metts:
Enclosed for your review is the completed Animal Waste Management Plan for the
above referenced swine farm. Specific items included in this package are as follows:
- Location Map
- ASCS Tract Map
- Soils Investigation Report
- Lagoon Design Spreadsheet
- Operation & Maintenance Plan for Lagoon
- Construction Specifications for Lagoon
- Site Seeding Requirements
- Earthwork Calculations
- Site Plan with Construction Details
It is my understanding that the Waste Utilization Plan for this farm will be developed
for the grower by Murphy Family Farms Personnel.
Please contact me at [phone], ext. 4629 if you have any questions concerning
. this package.
Post Office Box 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

Sincerely,
M. Kevin Weston
Engineering Technician
MKW.tbh
Enclosures
cc: File
Danny Webb, (complete package)
Robert Henderson, Murphy Family Farms Construction Dept. (site plan only)
Dave Roland, Murphy Family Farms Transportation Dept. (site plan
only)

0
POCO t)
JONES COUNTY
Otter
Averaging up to five and one half feet or
longer in length and weighing as much as 30
pounds, the otter is one of the most agile,
maneuverable in the animal kingdom. When
disturbed, otters pull a disappearing act,
whether on land or in the water.
The nomadic otter is known to cover as
much as 15 miles in one night's fishing ex-
pedition. Since they do not hibernate, otter
will fish under the ice in the winter. They live
primarily in rivers and streams and prefer
coloration the of
with the throat
underbody, whie
One of the ott.
and use a slide.
then a 50 foot s
delight the otte,
maneuver in a p
is to swim in tigF
vortex that suck
Small fish come

•
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7/
i S '7.
nvf.na�. }."•"hrryilr! ";Z+•-AMM n1rw+.....P, v.. .•..w..rsty .r• v.rxra"y'. .a-'''17. r":"." ►,.."„
•
•
LAGOON SITE SOILS INVESTIGATION .
PROJECT: pgrvr W eve, COUNTY: LICAvE,1
FIELD INVESTIGATION BY: /! Lj DATE: 7/ z o/9s
SITE SKETCH
i•
i\---1.,..„...,?c,fr-
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f 1
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1 s �-- -� - ---�--- ---' -- —
—; • 1� --tom -1-4 !
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•
•
.
BORING
DEPTH
SCALE
WT
0- le
Z yr
1'- s' '
) . / z'
Pi- /5 /
a: l '
/,4ii-1
's 8
f
7
1- /t
i
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- /5
/ t
BORING NUMBER AND PROFILE
16i1,—
CLAY
CLAr £4/ ',1A.n nxe, rs
//• 4,44-ra
7i4N0 1 .' @ /L •
7
n
cor
3w%
Orb.+0 a/Ci,+ r4. s
6 '-
f iS,
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etwr
11,4.t0 /1(4e.a Y /= = i r}-
/- S
Aol r
ez fir
Ct, $.1i 0 Ppt,eE,s .
p�FX rgrf"'G
1j'i4.•ic sr et /3
7frvI;$ LietNY £4rf
L q;e.cA-/,✓^1'01G
/
BORING / SAMPLING METHOD: ---TertiexAe SIGNATURE:

Operator:DANNY WEBB County: CRAVEN Date: 10/13/95
D1-.ance to nearest residence (other than owner): 1500.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
O sows (farrow to finish) x 1417 lbs. = 0 lbs
O sows (farrow to feeder) x 522 lbs. = 0 lbs
4896 head (finishing only) x 135 lbs. = 660960 lbs
O sows (farrow to wean) x 433 lbs. = 0 lbs
O head (wean to feeder) x 30 lbs. = 0 lbs
Describe other : : 0
Total Average Live Weight = 660960 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 660960 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 660960 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL. DESIGNED VOLUME
Inside top length (feet)
Inside top width (feet)
Top of dike elevation (feet)
Bottom of lagoon elevation (feet)
Freeboard (feet)
Side slopes (inside lagoon)
Total design volume using prismoidal formula
520.0
275.0
103.5
93.5
1.0
3.0 : 1
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 514.0 269.0 9.0
AREA OF TOP
LENGTH * WIDTH =
514.0 269.0 138266 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
460.0 215.0 98900 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
487.0 242.0 471416 (AREA OF MIDSECTION * 4)
CU. FT. = CAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
138266.0 471416.0 98900.0 1.5
Total. Designed Volume Available = 1062873 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width
520.0 275.0 143000.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 143000.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 660960 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 1207354 gals. or 161410.9 cubic feet
Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume =
Volume = 0.0 cubic feet
0.0 gallons/day * 180 days storage/7.48 gallons
per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall
= 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 83416.7 cubic feet

G.
Volume of 25 year - 24 hour storm
Volume =
7.5 inches / 12 inches per foot * DA
Volume = 89375.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 161411 cubic feet
5B. 0 cubic feet
5C. 83417 cubic feet
5D. 89375 cubic feet
TOTAL 334203 cubic feet
SUMMARY
Temporary storage period ----
Rainfall in excess of evaporation------- = ---.>
25 year - 24 hour rainfall- -- >
Side slopes-- -- -->
Inside top length ---- >
Inside top width >
Top of dike elevation ----->
Bottom of lagoon elevation >
Total required volume >
Actual design volume >
Seasonal high watevtable elevation (SHWT) ===>
Stop pumping elev. >
Must be > or = to the SHWT elev. >
Must be > or = to min. req. treatment el.=>
Required minimum treatment volume >
Volume at stop pumping elevation >
Start pumping elev. >
180
7.0
7.5
1.0
3. 0
520.0
275.0
103. 5
93.5
995163
1062873
99.0
99.6
99.0
99. 5
660960
681364
101.6
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. •rainfall==>
Volume at start pumping elevation
Required volume to be pumped
Actual volume planned to be pumped
Min. thickness of soil liner when •required==>
7. DESIGNED BY: ;00i4,41(1---
APPROVED BY:
DATE: /4160S
973498
> 940328
> 244828
> 258964
1.5
days
inches
inches
feet
1
feet
feet
feet
feet
cu. ft.
cu. ft.
feet
feet
feet
feet
cu. ft.
cu. ft.
feet *
cu.
cu.
cu.
cu.
feet
,t____-614
DATE: I%gffs
zE
*
ft.
ft.
ft. *
ft.
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:' E rAgEautifiz. 6l/APG 1.146445N 14.10141/j r /i2 teleagt !/u

OPERATION AND MAINTENANCE PLAN
. SHEET 1 OF 2
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time •required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year -- 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year •to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe (s) from
building (s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at: this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
_1.. It is strongly •recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 101.6 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 99.E . This temporary
storage, less 25 yr- 24 hr storm, contains 244828 cubic feet or
1831310 gallons.

• SHEET 2 OF 2
•
.4: The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
E. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 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 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States„ The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

` .
V ' SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, bou1ders,smd and rubbish"
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.,
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike"
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1°5 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie ~ CL»SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

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

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMNET SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTERSION SERVICE (CES)
9 15 -el 3 3-° - 0 `l
G3-7-21\
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every effort- to ensure that this does not happen. This plan should be posted in an accessible
location for all- employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation, this may ore may nor be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to The lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include: .
a. Stop recycle pump.
b. Stop irrigation. pump.
c. Close valves to eliminate further discharge.
d. Repair all Teaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks -possible action: pp
a. Dig a small sump or ditch from the embankmerrrto catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. if holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon.
borrom as soon as possible.

ro‘
5.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste. reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters? •
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, 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 sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c.• Instruct EMS to contact local Helath Department.
d. Contact* CEs, phone number - , local SWCD office phone number - -, and local
NRCS office for advice!technical assistance phone number - -.
If none of the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
Contact the contractor of your choice to begin repair or problem to minimize off -
site
damage.
V
a. Contractors Name: \4. t Q \ \ Q c - \ hVe\OOcb.
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: u\ e S: o
b. Phone:
7. implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from hap
pening again.
2

OPERATION & MAII=ANCE PLAN
Proper lagoon liquid management should be a year-round priority. It
is important to manage levels so that you do not have problems during especially
r n
wetpe`iods.Mextended rainy and
rum c.�ostorage capacity should be available in the lagoon for periods when the*
p is dormant (such as wintertime for besmuda,a-ass) or when there are
• extended rany spells such as the thunderstorm season in the summertime.. This means
.that at the first suns of plant growth in the later winter/earl span •-
a farm waste Trtanav y �� irrigation aC�IQIIIb tp
,,event plan should be done whenever the land is dry enough to
receive lagoon liquid. This w111 make storage space available in the lagoon for future wet
periods- In the We summer/early fall the lagoon should be pumped down to the lout
m (see Fc ure 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
utilizatiorr plan will allow it.
Waiting until the lagoon has reach its maximum storage mnacity before starting to
irrigate does not leave room for storing excess water- during extended
Overflow from the lagoon for anyreason except a 25-year, wet periods
state law and subject to penalty action.'o�
P
-- Hour storm is a. violation of
The routine r intenance of a lagoon involves the following:
• Maintenance of a vegeve cove: for the dam.
Fescue or common bermudaerass are
the most common veafa`e.tive
covers. The vegerzion should be fertilized each year, if -needed, to
mainain a vigorous sand_ The amount of few iTi7--r shed should be
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 ernbankment 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 age. favorable for
heavy vegetative growth.
NOTE If vegetation is controlled by spraying, the herbicide must not be allowed to eater
the lagoon waren Such chemicals could harm the bac..ia in the lagoon that are treating
the waste.
Maintenance inst tions of the entire lagoon should be made during the initial -fling of
the lagoon and at least monthly and after major rainfall and storm events. Items to be
checked should include, as a minimum, the following:
Waste Inlet Pipes, R=vciing Pipes, and Overflow Pipes —look for:
1- separation of joint
2- cracks or breaks
3. accumulation of saltsor mine.-ais.
A• overall condition of pipes

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy ram. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should re: ord the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6hours after the rain (assumes there is no pumping). This will
eve you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work) . Knowing this should help in
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 be�.ins, 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
filing or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, bezin 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
a.ddition of wastewater.
6. 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 technil 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 by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
• 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 cure in the spring based on
nutrient requirements and soil moisture so that 'temporary storage
will be maximJzed 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 embankment.
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 lar away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or-vegetsion,
molded feed, pins is 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 embansanent
Remove sludge from the lagoon either when the sludge storage capacity is
full or before it fills 50 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 or a
pollutant discharge.
rSludge 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 was -age a and spi i i n ge
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 a chopper -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
f orageland; mix remaining sludge; pump into liquid sludge applic tor; haul
and spread onto cropland or foraaeland; and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
for geland; dredge sludge from lagoon with dre?iine or sludge barre; berm
an area beside lagoon to receive the sludge so that liquids can dr2i11 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 sludge will contain different
nutrient and fie*.al values from the liquid. The application of the sludge to fields will -be
limited by these nutrients as well as any previous waste apviitions to that field and crop
requirement_ Waste application rates will be discussed in derail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage. Close
attention by the punier or drag -line operator will ensure that the lagoon liner remains
intact_ If you s:e. soil material or the synthetic liner material being disturbed, you should
stop the ac ivity 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 andheavy 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 phosphorm, 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 incre: se the amount of odor at the waste application site.
Extra precaution should be used to observe the wind dire: don and other conditions which
could increase the concern of neighbors.

Possible Causes of Lagoon Failure
Lagoon 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 the responsibility for
ensuing structure safety. Items which may lead to lagoon failures include: '
Modification of the lagoon structures --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 rick
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 groundwarer
table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon muse
gullies to form in the darn. Once this damage starts, it can quicklycause a large discharge
of wastewater and possible dam failure.

Insect Control Checklist for Animal Operations
Source Cause BMPs to Minimize Insects Site Specific Practices
Liquid Systems
Flush Gutters
• Accumulation of Solids 171' Flush system is designed and operated sufficiently to
remove accumulated solids from gutters as designed;
gI Remove bridging of accumulated solids at discharge
Lagoons and Pits • Crusted Solids
e Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 - 8 inches
over more than 30% of surface.
Excessive Vegetative • Decaying vegetation I "Maintain vegetative control along banks of lagoons
Growth and other impoundments to prevent accumulation of
decaying vegetative matter along waters edge on
impoundment's perimeter.
nr„ Svctpms
Feeders • Feed Spillage O Design, operate and maintain feed systems(e.g.,
bunkers and troughs) to minimize the accumulation
of decaying.wastage.
O Clean up spillage on a routine basis (e.g., 7 - 10 day
interval during summer; 15-30 day interval during
winter) .
Feed Storage • Accumulation of feed residues
AMIC - November 11, 1996, Page 1
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
brewer's grain and similar high moisture grain
O kpr 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
and feed wastage
O Eliminate low areas that trap moisture along fences
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 0 Remove spillage on a routine basis (e.g., 7-10 day
Systems interval during summer; 15-30 day interval during
winter) where manure is loaded for land application
O Pi6Vfinifil adequate drainage around manure
stockpi les.
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
27695-7613
AMIC - November 11, 1996, Page 2

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine Production ET Vegetative or wooded buffers;
O Recommended best management practices;
f Good judgement and common sense
Animal body surfaces
• Dirty manure -covered animals 17r-Dry floors
Floor surfaces • Wet manure -covered floors
Manure collection pits • Urine;
• Partial microbial decomposition
'Slotted floors;
'Waterers located over slotted floors;
O Feeders at high end of solid floors;
'Scrape manure buildup from floors;
'Underfloor ventilation for drying
ET Frequent manure removal by flush, pit recharge, or
scrape;
Ir Underfloor ventilation
Ventilation exhaust fans • Volatile gases;
• Dust
0/Fan maintenance;
f2r Efficient air movement
Indoor surfaces • Dust
L 'Washdown between groups of animals;
O Feed additives;
O Feed covers;
O Feed delivery downspout extenders to feeder
covers
Flush tanks
• Agitation of recycled lagoon liquid 0 Flush tank covers;
while tanks are filling 0 Extend fill to near bottom of tanks with
anti -siphon vents
Flush alleys
• Agitation during wastewater 0 Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon liquid 0 Extend recharge lines to near bottom of pits with
while pits are filling anti -siphon vents
Lift stations • Agitation during sump tank filling 0 Sump tank covers
and drawdown
AMOC - November 11, 1996, Page 3

Source
Cause
BMPs to Minimize Odor Site Specific Practices
Outside drain collection or
junction boxes
• Agitation during wastewater
conveyance
O Box covers
End of drainpipes at lagoon • Agitation during wastewater
conveyance
Lagoon surfaces
Irrigation sprinkler nozzles
• Volatile gas emission;
• Biological mixing;
• Agitation
• High pressure agitation;
• Wind drift
Storage tank or basin • Partial microbial decomposition;
surface • Mixing while filling;
• Agitation when emptying
Settling basin surface
Manure, slurry or sludge
spreader outlets
Uncovered manure, slurry
or sludge on field surfaces
•
•
•
•
•
Partial microbial decomposition;
Mixing while filling;
Agitation when emptying
Agitation when spreading;
Volatile gas emissions
• Volatile gas emissions while
drying
Dead animals • Carcass decomposition
AMOC - November 11, 1996, Page 4
O Extend discharge point of pipes underneath
lagoon liquid level
Er Proper lagoon liquid capacity;
• Correct lagoon startup procedures;
Minimum surface area -to -volume ratio;
l3 Minimum agitation when pumping;
O Mechanical aeration;
O Proven biological additives
'irrigate on dry days with little or no wind:
Cr.—Minimum recommended operating pressure:
12K-Pump intake near lagoon liquid surface:
O Pump from second stage lagoon
❑ Bottom or midlevel loading:
❑ Tank covers:
O Basin surface mats of solids:
O Proven biological additives or oxidants
O Extend drainpipe outlets underneath liquid level;
11 Remove settled solids regularly
MV-Soil injection of slurry/sludges;
Izlt"/Wash residual manure from spreader after use;
n Proven biological additives or oxidants
• Soil injection of slurry/sludges;
Pt' Soil incorporation within 48 hrs.;
Ig' Spread in thin uniform lavers for rapid drying:
r1 Proven biological additives or oxidants
rl Proper disposition of carcasses

Source
Cause
BMPs to Minimize Odor
Site Specific Practices
Dead animal disposal pits
Incinerators
Standing water around
facilities
• Carcass decomposition
• Incomplete combustion
• Improper drainage;
• Microbial decomposition of
organic matter
n Complete covering of carcasses in burial pits;
n Proper location/construction of disposal pits
n Secondary stack burners
a'Grade and landscape such that water drains away
from facilities
Mud tracked onto public • Poorly maintained access roads
roads from farm access
Farm access road maintenance
Additional Information:
Swine Manure Management; .0200 Ru1eBMP Packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-88
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assurance Program: NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
AMOC - November 11, 1996, Page 5
Available From:
NCSU, County Extension Center
NCSU - BAE
NCSU -BAE
NCSU - BAE
NCSU - BAE
NCSU - BAE
NCSU - Swine Extension
NC Pork Producers Assoc.
NCSU - Agri Communications
Florida Cooperative Extension