820100_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 least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered Please verify all information and make any necessaty corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 82-0100 Certificate Of Coverage Number: AWS820100
2. Facility Name: Giddens Swine
3. Landownees Name (same as on the Waste Management Plan): Xhemes- A4ike.Qkkkws.._Pe_-je.%t _Fr,0*AAf, GLCJJe^X
4. LandowneesMailing Address: 4680 Rosin Hill Rd
City: Newton Grove State: NC Zip: 28366
Telephone Number: 910-594-1125 Ext. E-mail:
5. Facility's Physical Address: 4480 Bradshaw Rd
City: Clinton State:
6. County where Facility is located: SamVson
7. Farm Managees Name (if different from Landowner):
8. Farm Manageestelephone number (include area code):
9. Integratoes Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): Dewey T. Giddens
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Feeder to Finish
Operation Types:
NC
Zip: 28328
Thomas Giddens
919-524-6663 Ext.
oPfs Faints in& -
Phone No.: 910-260-1976 OIC #: 17835
Allowable Count
3,680
Cattle
---DryPoultry
Wean to Finish
Dairy Calf
Non Laying Chickens
Wean to Feeder
Dairy Heifer
Laying Chickens
Farrow to Finish
Milk Cow
Pullets
Feeder to Finish
Dry Cow
Turkeys
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
- Other Types
Horses - Horses
Horses - Other
Sheep- Sheep
Sheep - Other

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inchei)
'7691LICY
2R,100
17.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.IOC(d) to the address below.
The CAWMP must include the following components:
I . —The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical speciIiiiLst, containing:
a. The method by which waste is applied to the disposal fields (e.g. iuigation, 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 grawn 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 my site evaluations, wetland determinations, or huard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes my components not shown on this list, p1me include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, tiny person who knowingly makes my 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 mom than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: t� AL -2. V (n , Vlj�.4 Title: m Pwte�
Signature:
Date: !r Y —/:n
Name:
Title:
Signature:
Date:
Name:
Title:
Signature:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
. NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM- RENEWAL -STATE GENERAL 0212019

Version —November 26, 2018
Modality 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
F1
F-1
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
El
F-1
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
—d
F1
Rendering at a rendering plant licensed under G.S. 106-168.7.
7 7 Complete incineration according to 02 NCAC 52C.0102.
A composting system approved and permitted by the NC Department of Agriculture & Con -
El 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).
F-1 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).
0 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
,000-*4'lFn;-at�urrofuTedf9ircoaAfPS pOeacrialist
Date
:1 -.11 it/ -0/
Date

A
r
Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Giddens Swine (82-100)
Thomas Giddens
4680 Rosin Hill Road
Newton Grove, NC 28366
[phone]
02-24-2016
This plan has been developed by:
Ronnie G. Kennedy Jr.
Agriment Services, Inc.
PO Box 1096
Beulaville, NC 28518
252-568-2648
�/e I oper 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.
,I r ZVL614. .1--2-LI -=20-d
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: //4
/echnical Specialist Signature Date
---------- --------------- - ------------------------- - ----------- 11 --------------------------------------- — --------
357433 Database Version 4.1 Date Printed: 02-24-2016 Cover Page I

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 3,411,360 gals/year by a 3,680
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
Istorage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
6149
Incorporated
7379
Injected
7379
Irrigated
6149
Max.Avail.
PAN (I bs)
ActualPAN
Appl ied 0 bs)
PANSurplus/
Deficit (lbs)
ActualVolume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
6,149
9079
-29930
5,0363,700
-12625�340
Year 2
6,149
9557
-33,408
53,3023,179
-12890�819
Ii6iq� ---- I n- -so-u'r-ce I-D-,-S- -m-ean-s- stan-da-rd--so-u-r-c-e,-U- -m-e-a-n-s -so-u-r-ce ----------------------------
Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
861926 Database Version 4.1 Date Printed: 02-24-2016 Source Page I of I

Narrative
This plan was done to add new field owned by Thomas Giddens T10299 FI. This field is in
Corn/Wheat/Soybeans rotation. Corn may be replaced with Sweet Potatos 50lbs-20lbs=30lbs.
From Waste Plan Dated: 7/24/2002 & 3/14/2001
REVISED ADDENDUM TO WASTE UTILIZATION PLAN:
FACILITY NUMBER 82-100
FARM NAME: THOMAS GIDDENS FARM
OWNER NAME: THOMAS GIDDENS
DESIGN CAPACITY: 3680 FEEDER TO FINISH
THIS WASTE PLAN IS A REVISION OF THE 12/31196 PLAN COMPLETED BY
TECHNICAL SPECIALIST Ronnie G. Kennedy Jr. THE PLAN REPRESENTS
WETTABE ACRES AND DEPICTS THE SAME IN THE CALCULATION TABLES.
THIS WASTE PLAN REPRESENTS A COMPLETE TWO-YEAR ROTATION OF
THE CROPLAND AND PASTURE LAND IRA YLAND. THE PAN HAS BEEN
DOUBLED TO REPRESENT PAN ACCUMALATION FOR TWO -YEARS. THE
ACREAGES OF THE HA YLANDIP ASTURELAND WITH SMALL GRAIN
OVERSEED, HAVE BEEN DOUBLED IN THIS PLAN TO TAKE UP THE
NUTRIENTS FOR A TWO-YEAR PERIOD, BECAUSE THESE CROPS DO NOT
CHANGE IN TWO YEARS. THE CROPLAND REPRESENTS THE USE OF A
C/w/SB ROTATION. THE ACTUAL ACREAGES ARE USED FOR C/w/SB TO
REPRESENT THE NITROGEN UPTAKE FOR THE TWO-YEAR ROTATION,
BECAUSE THE CROPS CHANGE EVERY OTHER YEAR. ACREAGES MAY BE
CONFUSING BY SEEING DOUBLE THE ACREAGES FOR THE TWO-YEAR
ROTATION REVERT TO AERIAL AND CAD MAPS WITH D 1 132 SHEETS FOR
ACTUAL ACRES USED.
DUE TO THE LARGE DEFICIT NOTED IN THIS PLAN COTTON MAY REPLACE
THE CORN IN THE CROPLAND ROT A TION ON TRACT 4856 FIELD 1. IF
COTTON IS UTILIZED BEHIND SOYBEANS THE AGRONOMIC RATE IS 65 LBS
PER/ACRE OTHERWISE THE AGRONOMIC RATE IS 80 LBS. PER/ACRE. THE
APPLICAITION WINDOWS WILL BE +M[A Y -JUNE+ MEANING 30 DAYS BEFORE
OR AFTER THIS WINDOW DEPENDING ON CROP STAGE AND WEATHER
CONDITIONS.
NO WASTE SHOULD BE APPLIED TO A CROP THAT DOES NOT HAVE A
REALISTIC YIELD FOR THE USAGE OF IRRIGATED SWINE WASTE EXCEPT
FOR PREPLANT. ALL FIELDS MUST MEET MONITORING AND REPORTING
REQUIREMENTS WHEN USED. MR. GIDDENS PLANS TO APPLY SWINE
WASTE IN ACCORDANCE WITH HIS SPECIFIC WASTE ANALYSIS NOT TO
EXCEED THE HYDRAULIC LOADING OF THE SOILS.
---------------------------------------------------------------------------------
861926 Database Version 4.1 Date Printed: 02-24-2016 Narrative Page I of I

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index(LI)
Soil Series
Crop Sequence
RYE
10299
G
2.27
2.27
N/A
Wagram
Corn, Grain
75 bu.
Wheat, Grain
40 bu.
Soybeans, Manured, Full Season
28 bu.
10299
H
4.08
4.08
N/A
Wagram
Corn, Grain
75 bu.
Wheat, Grain
40 bu.
Soybeans, Manured, Full Season
28 bu.
10299
1
4.12
4.12
N/A
Wagram
Corn, Grain
75 bu.
Wheat, Grain
40 bu.
Soybeans, Manured, Full Season
28 bu.
10299
1
1.80
1.80!1
N/A
Wagram
Corn, Grain
75 bu.
Wheat, Grain
40 bu.
Soybeans, Manured, Full Season
28 bu.
10300
1
2.55
2.55
N/A
Blanton
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
4.5 Tonsi
10300
10
3.09
3.09
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
10300
2
2.78
2.78
N/A
Blanton
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
4.5 Tons
10300
3
1 2.13
2.13
N/A
Blanton
Small Grain Overseed
1.0 Tons
IHybrid
Bermudagrass Pasture
4.5 Tons
10300
4
0.67
0.67
N/A
Marvyn
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.0 Tons
10300
5
0.45
0.45
N/A
Marvyn
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.0 Tons
10300
6
0.45
0.45
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
10300
7
1.35
1.35
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
10300
8
1 1.65
1.65
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
10300
9
1.81,
__ 1.81,
N/A
lWagram
Small Grain Overseed
1.0 Tons,
861926 Database Version 4.1 Date Printed 2/24/2016 PCs Page I 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
Hybrid Bermudagrass Hay
5.5 Tons
10301
A
0.89
0.89
N/A
Blanton
Small Grain Oversced
1.0 Tons
Hybrid Bermudagrass. Pasture
4.5 Tons
10301
B
1.10
1.10
N/A
Blanton
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
4.5 Tons
10301
C
1.50
1.50
NIA
Blanton
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
4.5 Tons
10301
D
1.46
1.46
N/A
Blanton
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
4.5 Tons
10301
R
E
1.53
1.53
N/A
Blanton
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
4.5 Tons
10301
F
1 2.54
2.541
N/A
iBlanton
Small Grain Overseed
1.0 Tons
I
I
I
IHybrid Bermudagrass Pasture
1 4.5 Tonsi
PLAN TOTALS: 38.22 38.22
LI
Potential Leaching
Technical Guidance
< 2
Low potential to contribute to soluble
None
nutrient leaching below the root zone.
>=2&
Moderate potential to contribute to
Nutrient Management (590) should be planned.
<= 10
soluble nutrient leaching below the root
zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve
nutrient leaching below the root zone.
the soils available water holding capacity and improve nutrient use efficiency should be
> 10
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No-Til 1 (778), and edge -of -field pmctices; such as Filter Strips (393) and
Riparian Forest Buffers (391).
861926 Database Version 4.1 Date Printed 2/24/2016
PCs Page 2 of 2
NOTE: Symbol * means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
1rT#.I*-*. 'r.hl.
Year 1
WasEu
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
R4d
Obs/A)
Comm.
Fert.
Nutrient
Applied
Obs/A)
Res.
Obs/A)
Applic.
Method
Manure
PA
NutrienY
ppbed
Obs/A)
Liquid
ManureA
plied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(F ie Id)
Solid Manur
Applied
(Field)
N
N I
N
N
1000
gal/A I
Tons
1000 gals
I tons
10299
G
S7 lWagram
2.27
2.27
Corn, Grain
75 bu.
2/15-6/30
92
0
20
Irrig.
72
39.94
0.00
90.67
0.00
10299
G
S7 lWagram
2.27
2.27
WheK Grain
40 bu.
9/14/30
93
0
0
Irrig.
47
25.80
0.00
58.56
0.00
10299
S7
Wagram
4.08
4.08
Com, Grain
75 bu.
2/15-6/30
92 .
0
20
Irrig.
72
39.94
0.001
162.97
0.00
10299
-H
H
S7
Wagram
4.08
4.08
WheaL Grain
40 bu.
9/14/30
93
0
0
Irrig.
47
25.80
0.00
105.251
0.00
10299
1
S7
Vagrarn
4.12
4.12.Com,
Grain
75 bu.
2/15-6/30
92
0
20
Irrig.
72
39.94
0.00
164.571
0.00
10299
1
S7
iWaffam
4.12
4.12
Wheat, Grain
40 bu.
9/14/30
1 93
0
1 0
Irrig.
47
25.80,
0.00
106.28
0.00
10299
1
S7
Wagram
1.80
1.80
Com, Grain
75 bu.
2/15-6/30
92
0
1 20
Irrig.
72
39.94
0.001
71.90
0.00
10299
1
S7
Wagram
1.801
1.80
WheaL Grain
40 bu.
9/14/30
93
0
0
Irrig.
47
25.80
0.00
46.44
0.00
10300
1
S7
Planton
2.55
2.55
Small Grain Overseed
1.0 Tons
10/1-3/31
. 50
0
. 0
Irrig.
50
27.74
0.00
70.731
0.00
10-30-0-
1
S7
Blanton
2.55
2.55
Hybrid Bermudagrass Pasture
4.5 Tons
*3/1-10/31
*21S
0
0
Irrig.
215
119.28
0.00
304.16
0.00
10300
10
S7
Wagram
3.09
3.09.Small
Grain Overseed
LOTons-
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
85.71
0.00
10300
10
S7
Vagram
3.09
3.09
Hybrid Bermudagrass Hay
5.5 Tons
*3/1-10/31.
*300
0
0
Irrig.
300
166.43
0.00
514.28
0.00
10300
2
S7
IBlanton
2.78
2.78
Small Grain Overseed
1.0 Tons
10/1-3/31
1 50
0
0
Irrig.
50
27.74
0.00
77.11
0.001
10300
2
S7
IBlanton
2.78
2.78
Hybrid Bermudagrass Pasture
4.5 Tons
*3/1-10/31
*215
0
0
Irrig,
215
119.28
- 0.00
331.59
0.00
10300
3
S7
IBlanton
1 2.13.
2.13
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
1 501
27.7]4___
0.001
59.08
0.00
10300
3
S7
I Blanton
1 2.131
2.13
Hybrid Bermudagrass Pasture
4.5 Tons
*3/1-10/31
*215
0
0
Irrig.
2151
119.281
0.001
254.061
0-00
861926 Database Version 4.1 Date Printed: 2/24/2016 WUT Page I of 6

lu + TahIp
Vipar I
Tract
Field
Source
ID I
Soil Series
Total
Acres
Use.
Acres
Crop
RYE .
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
Obs/A)
Comm
Fe rt.
Nutrient
Applied
Obs/A)
Res.
Obs/Al
Applic.
Method
Manure
PA
NutrienV
pphed
Obs/A)
Liquid
ManureAl
plied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(F ie 1d)
Solid Man7
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
10300
4
S7
Marvyn
0.67
0.67
Small Grain Overseed
I.OTonsi
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
18.59
0,00,
10300
4
S7
Marvyn
0.67
0.67
Hybrid Bermudagrass Pasture
6.0 Tons
03/1-10/31
*215
0
0
brig.
215
119.28
0.00
79.92
0.00
10300
5
S7
Marvyn
0.45
0.45
Small Grain OveTseed
1.0 Tons
10/1-3/31
50
0
0
Irrig,
50
27.74
0.00
12.481
0.00
10300
5
S7 IMarvyn
0.45
0.45
Hybrid Bermudagrass Pasture
6.0 Tons
03/1-10/31
*300
0
0
Irrig.
300
166.43
0.00
74.90
0.00
10300
6 1
S7 iWagram
0.45
0.45
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig,
50
27.74
0.00
12.48
0.00
10300
6
S7
Wagram
0.45
0.45
Hybrid Bermudagrass Hay
5.5 Tons
*3/1-10/31
*300
0
0
Irrig,
300
166.43
0.00
74.90
0.00
10300
7
S7
Wagram
1-35
1.35
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
37.45
0.00
10300
7
S7
Wagrarn
1.35
1.35
Hybrid Bermudagrass Hay
5.5 Tons
*3/1-10/31
*300
0
0
Ini&
300
166.43
0.00
224.69
0.00
10300
8 1
S7 iWagrarn
1.65
1.65
Small Grain Overseed
I.OTons
10/1-3/31
50
0
0
ItTig.
50
27.74
0.00
45.77
0.00
10300
8
S7 iWagram
1.65
1.65
Hybrid Bennudag=s Hay
5.5 Tons
*3/1-10131
*300
0
0
1 Irrig.
30d
166.43
0.00
274.62
0.00
10300
9
S7
Iwagram
1.81
1. 81
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Inig.
50
27.74
0.00
50.21
0.00
10300
9
S7
lWagrarn
1.81
1.81
Hybrid Bermudagrass Hay
5.5 Tons
*3/1-10/31,
*300
0
0
Irrip_
300
166.43
0.00
301.25
0.00
10301
A
S7
IBlanton
0.89
0.89
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
24.69
0.00
10301
A
S7
Blanton
0.89
0.89
Hybrid Bermudagrass Pasture
4.5 Tons
*3/1-10/31
*215
0
0
lni&
215
119.28
0.00
106.16
0.00
10301
B
S7
Blanton
1.10
1. 10
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Iff ig.
50
27.74
0.00
30.51
0.00
10301
B
S7
Blanton
1.10
1. 10
Hybrid Bermudagrass Pasture
4.5 Tons
*3/1-10/31
*215
0
0
Irrig,
215
119.28
0.00
131.211
0.00
10301
C
S7
IBlanton
1.501
1.50
Small Grain Oversced
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
41.611
0.00
10301
C
S7
JBIanton
1.50
1.50
Hybrid Bermudagrass Pasture
4.5 Tons
*3/1-10/31
*215
0
0
Irrig.
215
119.28
0.00
178.92
0.00.
10301
D
S7
Blanton
1.46
1.46
Small Grain Overseed
1.0 Tons
10/1-3/31
. so
0
0
Irri&
50
27.74
0.00
40.50
0.00
10301
D
S7
Blanton
1.46
1.46
Hybrid Bermudagrass Pasture
.4.5 Tons
*3/1-10/311
*215
0
0
IrTig.
215
119.28
0.00
174.15
0.00
10301
E
S7
Planton
1.531
1.53
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Iffig.
50
27.74
0.00
42.44
0.00
10301
1 E
I S7
IBlanton
1.531
1.53
Hybrid Bermudagrass Pasture
4.5 Tons
*3/1-10/31
1 *215
0
0
Irrig.
2151
119.281
0.00
182.
861926 Database Version 4.1 Date Printed: 2/24/2016 WUT Page 2 of 6

Year I
Waste Utilization Table
Tmct
Field
Source
fl)
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic
. Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Cornin.
Fert.
Nutrient
Applied
Obs/A)
Res.
Obs/A)
Applic.
I Method
Manure
PA
NutrienO
pplied
Obs/A)
Liquid
Manurr-A
plied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(F ie ld)
SolidManur
Applied
(Field)
. N
. N
. N
. N
1000
gal/A
Tons
1000 gals
tons
10301
F
S7
Blanton
2,54
2.54
Small Grain Overseed
LOTonsi
10/1-3/31
1 50
1 0
1 0
1 Irrig.
1 501
27.74
0.00
70.46
0.00
10301
F
S7
Blanton
2.54
2.54,Hybfid
Bermudagrass Pasture
4.5 Tons
*3/1-10/31
*215
0
0
Iffig.
215
119.28,
0.00
302.97
0.00
Total Applied, 1000 gallons
5,036.70
�_l
-0
Total Produced, 1000 gallons
3,411-36
Balance, 1000 Olons
-1,62534
Total Applied, tons
0.00
Total Produced, tons
0-10
Balance, tons
0.01
Notes: 1. In the tract column, — symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
861926 Database Version 4.1 Date Printed: 2/24/2016 WUT Page 3 of 6

Waste Utilization Table
Year 2
Tract
Field
Source
11)
1 Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic,
Period
Nitrogen
PA
Nutrient
Req'd
Obs/A)
Comm.
Fe rt.
Nutrient
Appfied
(lbs/A)
Res.
Obs/Al
Applic
methDd
Manure
PA
Nutrient,4
pphed
Obs/A)
Liquid
ManurtA
plied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Apphed
(F ie [d)
SolidMan;
Appbed
(Field)
N
N
N
N
IOOD
gWIA
Tons
1000 gals
torts
10299
G
S7
Wagrarn
2.27
2.27
Wheat, Grain
40 bu.
9/14130
93
0
0
Inig.
47
25.801
0.00
58.56
0.00
10299
G
S7
Wagrant
2.27
2.27
Soybeans, Manured, Full Season
28 bu.
4/1-9/15
ill
0
0
Irrig.
Ill
61.58
0.00
139.79
0.00
10299
H
S7
Wagram
4.08
4.08.Wheat,
Grain
40 bu.
9/14/30
93
0
0
Irrig.
47
25.80
0.00
105.25
0.00
10299
H
I S7
Iwagram
4.08
4.08
Soybeans, Martured, Full Season
28 bu.
4/1-9/15
Ill
0
0
Irrig.
Ill
61.58
0.00
251.25
0.00
10299
1
S7
iWagram
4.12
4.12
Wheat� Grain
40 bu.
9/14/30
93
0
0
Iffig.
47
25.80
0.00
106.28
0.00
10299
1
S7
Wagram.
4.12
4.12,Soybeans,
Manured, Full Season
28 bu.
4/1-9/15
Ill
0
0
Irrig.
111
61.58
0.001
253.71
0.00
10299
J
S7
Wagram
1.80
1.80
Whea% Grain
40 bu.
9/14/30
93
0
0
Irrig.
47
25.80
0.00
46.44
0.00
10299
1
S7
Wagram
1.80
1.80
Soybeans, Manured, Full Season
28 bu.
4/1-9/15
ill
0
0
Irrig.
Ill
61.58
0.00
110.85
0.00
10300
1
S7
Blanton
2.55
2.55
Small Grain Overseed
1.0 Tons
10/1-3/31
so
0
0
Inig.
50
27.74
0.00
70.73
0.00
10300
1
S7
Blanton
2.55
2.55
Hybrid Bermudagrass Pasture
4.5 Tons
*3/1-10/31
*215
0
0
Irrig,
215
119.28
0.00
304.16
0.00
10300
10
S7
Wagram
3.09
3.09
Small Grain Overseed
LOTons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
85.71
0.00
10300
10
S7
Wagram
3.09
3.09
Hybrid Bermudagrass Hay
5.5 Tons
*3/1-10/31
*300
0
0
Inig.
300
166.43
0.00
514.28
0.00
10300
2
S7 IBlanton
2.78
2.78ISmall
Grain Ovcrseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
77.11
0.00
10300
2
S7
Blanton
2.78
2.78
Hybrid Bermudagrass Pasture
4.5 Tons
*3/1-10/31
*215
0
0
Irrig.
215
119.28
0.00
331.59
0.00
10300
3
S7
Blanton
2.13
2.13
Small Grain Ovcrseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74j
0.00
59.08
0.00
10300
3
S7
Blanton
2.13
2.13
Hybrid Bermudagrass Pasture
4.5 Tons
*3/1-10/31
*215
0
0
Irrig.
215
119.28
0.00
254.06
0.00
10300
4
S7
Marvyn
0.67
0.67
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
18.59
0.00
10300
4
S7
Marvyn
0.67
0.67
Hybrid Bermudagrass Pasture
6.0 Tons
*3/1-10/31
*215
0
0
Irrig.
215
119.28
0.00
79.92
0.00
10300
5
S7
Marvyn
0.45
0.45
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Inig,
50
27.74
0.00
12.48
0.00
10300
5
S7
Marvyn
0.45
0.45
Hybrid Bcrmudagrass Pasture
6.0 Tons
*3/1-10/31
*300
0
0
Inrig.
300
166.43
0.00
74.90
0.00
10300
6
S7
Wagrarn
0.45
0.45
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
12.48
0.00
10300
6
S7
Wagram
0.45,
0.45
Hybrid Bermudagrass Hay
5.5 Tons
*3/1-10/31 -
*300
0
0
Irrig.
300[
166743
0.00
74.901
0.00
861926 Database Version 4.1 Date Printed: 2/24/2016 WUT Page 4 of 6

Waste Utilization Table
Year 2
Tract
Field
Source
ID
I Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
Obs/A)
Comm
Fert.
Nutrient
Applied
Obs/A)
Res.
(lbs/A,
Applic.
MethDd
Manure
PA
NutrienL4
pplied
Obs/A)
Liquid
ManureA
plied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(F ie ld)
I
SolidManur
Applied
(F ie ld)
N
N
N
N
1000
gaLiA
Tons
1000 gals
tons
10300
7
S7
Wagram
1.35
1.35
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
37.45
0.00
10300
7
S7
Wag=
1.35
1.35
Hybrid Bermudagrass Hay
5.5 Tons
*3/1-10/31
*300
0
0
Irrig.
300
166.43
0.00
224.69
0.00
10300
8
S7
Wagram
1.65
1.65
Small Grain Overseed
1.0 Torts
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
45.77
0.00
10300
8
S7
Wagram
1.65
1.65
Hybrid Bermudagrass Hay
5.5 Tons
*3/1-10/31
*300
0
0
Irrig.
300
166.43
0.00
274.621
0.00
10300
9
S7
Wagiram
1.81
1.81
Small Grain Overseed
I.OTorts
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
50.21
0.00
10300
9
S7
Wagrarn
1.81
1.81
Hybrid Bermudagrass Hay
5.5 Tons
*3/1-10/31
*300
0
0
Irrig.
300
166.43
0.00
301.25
0.04
10301
A
S7
Blanton
0.89
0.89
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
24.69
0.00
10301
A
S7
Blanton
0.89
0.89
Hybrid Bermudagrass Pasture
4.5 Tons
*3/1-10/31
*215
0
0
Irrig.
215
119.28
0.00
106.16
0.00
10301
B
S7
Blanton
1.10
1. 10
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
30.51
0.00 ;
10301
B
S7
Blanton
1-10
1. 10
Hybrid Bermudagrass Pasture
4.5 Tons
*3/1-10/31
*215
0
0
Irrig.
215
119.28
0.00
131.21
0.00
10301
C
S7
Blanton
1.50
1.50
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.001
41.61
0.00
10301
C
S7
Blanton
1.50
1.50
Hybrid Bermudagrass Pasture
4.5 Tons
*3/1-10/31
*215
0
0
Irrig.
215
119.28
0.00
178.92
0.00
10301
D
S7
Blanton
1.46
1.46
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
40.50
0.00
10301
D
S7
Blanton
1.46
1.46
Hybrid Bermudagrass Pasture
4.5 Tons
*3/1-10/31
*215
0
0
Iffig.
215
119.28
0.00
174.15
0.00
10301
E
S7
Blanton
1.53
1.53
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irri&
50
27.74
0.00
42.44
0.00
10301
E
S7
Blanton
1.53
1.53
Hybrid Bermudagrass; Pasture
4.5 Tons
*3/1-10/31
*215
0
0
Irrig.
215
119.28
0.00
182.50.
0.00
10301
F
S7
Blanton
2.54
2.54
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
70.46�
0.00
10301
F
S7
Blanton
2.54
2.54
Hybrid Bermudagrass Pasture
4.5 Tons
*3/1-10/31
*215
0
0
Irrig,
215
119.28
0.00
302.971
0.00
861926 Database Version 4.1 Date Printed: 2/24/2016 WUT Page 5 of 6

%ILI + T T#;1; +;— rnhip
Vt-n r I
Nitrogen
Cornrn.
Res.
Manure
Liquid
Solid
Liquid
SolidManur
PA
Fen.
(lbs/A),
PA
ManureA
Manure
Manure
Applied
Nutrient
Nutrient
NutrientA
plied
Applied
Applied
(Field)
Req'd
Applied
ppEed
(acre)
(acre)
(Field)
Obs/A)
Obs/A)
Obs/A)
N
N
N
N
1000
gai/A
Tons
1000 gals
tons
Source
Total
Use.
Crop
RYE
Applic,
Period
Applia
MethDd
Tract
Field
ID
Soil Series
Acres
Acres
.
.
.
Total Applied, 1000 gallons
5,302.18K1,
Total Produced, 1000 gaflons
3,411-36
Balance, 1000 gallons
-1,890.82
IM I
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
0.0
Notes: 1. In the tract column, — symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
861926 Database Version 4.1 Date Printed: 2/24/2016 NVUT Page 6 of 6

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
10299
G
Wagram
0.60
1.0
10299
H
Wagrarn
0.60
1.0
10299
1
Wagram
0.60
1.0
10299
1
Wagrarn
0.60
1.0
10300
1
Blanton
0.75
1.0
10300
10
Wagrarn
0.60
1.0
10300
2
Blanton
0.75
1.0
10300
3
Blanton
0.75
1.0
10300
4
Marvyn
0.50
1.0
10300
5
Marvyn
0.50
1.0
10300
6
Wagrarn
0.60
1.0
10300
7
Wagrain
0.60
1.0
10300
8
Wagrarn
0.60
1.0
10300
9
Wagrarn
0.60
1.0
10301
A
Blanton
0.75
1.0
10301
B
Blanton
0.75
1.0
10301
C
Blanton
0.75
1.0
10301
D
Blanton
0.75
1.0
10301
E
Planton
0.75
1.0
10301
1 F
JBIanton
0.75
1.0
861926 Database Version 4.1 Date Printed 2/24/2016 1AF Page I of I
NOTE: S.vmbol * means user entered dRtR.

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 casers 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
1 5 Years Accumulation
Minimum Acres
, 10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Com 120 bu
150
14.69
41.34
82.68
124.021
Hay 6 ton R.Y.E.
300
29.38
20.67
41.34
62.01
Foybean 40 bu
160.
15.67.
38.75.
77.51
116.26
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
861926 Database Version 4.1 Date Printed: 02-24-2016 Sludge Page I of I

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.
le aste torage Cat)acitv
Source Name
Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
19/1
180 1
Plan Year
Month
Available Storage Capacity (Days)
I
1
79
1
2
77
1
3
106
1
4
143
1
5
179
1
6
180
1
7
180
1
8
180
1
9
180
1
10
171
1
11
167
1
12
154
2
1
141
2
2
139
2
3
167
2
4
180
2
5
180
2
6
180
2
7
180
2
8
180
2
9
180
2
10
161
2
11
146
2
12
127
* Available Storage Capacity is calculated as of the end of each month.
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
861926 Database Version 4.1 Date Printed: 02-24-2016 Capacity Page I of I

Reauired Specifications For Animal Waste Management
Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass fllter
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).
----------------------------------------------------------------------------------
861926 Database Version 4.1 Date Printed: 2/24/2016 Specification Page I

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offlite 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.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways,
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
861926 Database Version 4.1 Date Printed: 2/24/2016 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas Oagoon 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,
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
861926 Database Version 4.1 Date Printed: 2/24/2016 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate-d eter mining nutrien4 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.
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
861926 Database Version 4.1 Date Printed: 2/24/2016 Specification Page 4

Crop Notes
The following crop note applies to field(s): G, H, 1, J
Com: CP, Mineral Soil, medium leaching
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 com. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 10, 6, 7, 8, 9
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. I to Mar. 3 1. Cover sprigs I" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced I' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
861926 Database Version 4.1 Date Printed: 02-24-2016 Crop Note Page I of 4

The following crop note applies to field(s): 1, 2, 3, A, B, C, D, E, F
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no-ti 11. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
The following crop note applies to field(s): 4, 5
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and infori-nation from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
The following crop note applies to field(s): 10, 6, 7, 8, 9
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
---------------------------------------------------------------------------------
861926 Database Version 4.1 Date Printed: 02-24-2016 Crop Note Page 2 of 4

The following crop note applies to field(s): 1, 2, 3, A, B, C, D, E, F
Bermudagrass: CP, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. I to Mar. 3 1. Cover sprigs I" to 3
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced I' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 4, 5
Bermudagrass: CP, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. I to Mar. 3 1. Cover sprigs V to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced I' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
---------------------------------------------------------------------------------
861926 Database Version 4.1 Date Printed: 02-24-2016 Crop Note Page 3 of 4

The following crop note applies to field(s): G, H, 1, J
Wheat: Coastal Plain, Mineral Soil, medium leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting
no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 30 lbs/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): G, H, 1, J
Soybeans -Full Season, Coastal Plain: Mineral soil, medium leachable
The suggested planting dates for soybeans in the Coastal Plains are from April 20-May 20. Review the
NCSU Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Plant 2-4 seed/row foot for 7-8"
drills; 4-6 seed/row foot for 1511 rows; 6-8 seed/row foot for 30" rows and 8-10 seed/row foot for 361,
rows. Increase the seeding rate by at least 10% for no -till planting. Seeding depth should be 1-1 1/2" and
adequate depth control is essential. Phosphorus and potash recommended by a soil test report can be
broadcast or banded at planting. Soybeans produce their own nitrogen and are normally grown without
additions of nitrogen. However, applications of 20-30 lbs/acre N are sometimes made at planting to
promote early growth and vigor. Tissue samples can be analyzed during the growing season to monitor
the overall nutrient status of the soybeans. Timely management of weeds and insects is essential for
profitable soybean production.
---------------------------------------------------------------------------------
861926 Database Version 4.1 Date Printed: 02-24-2016 Crop Note Page 4 of 4

I raveling Irrigation Gun Settings
CY
Travel Speed (retrieval rate) = 2.6 fpm or 31 ipm
Application Rate = .55 iph
Lane Spacing= 200'
Wetted Diameter = 300?
Gun Make and Size = Nelson 100
Ring Size = '89ti
Opemting Pressure at Gun = 80 psi
Operating Pressure.at Reel = 126 psi
Operating Pressure at Pump = 143 psi
Are Pattern= 180*
Flow Rate of Spri"Oler = 163 spm
PUMP POwer-Requirement (bhp) = 20
Total Acres Covered. = 39.23
Traveler Make and Model = Cadman 2625
Hose Length = 9 10'
Hose Diameter (ID). = 2.625"
Speed Compensation = Mechanical

Traveling Irrigation Gun Settings
Mdmnt number
Length of Pull Effective Width Acres Covered
1
340
235
2.55
2
470
200
2.78
3
430
172
2.13
4
110
135
.67
5
160
1.35
.83
6
40
135
.45
7
160
200
1.35
8
225
200
1.6S
9
260
200
1.81
10
440
235
3.09
11
540
217
3.16
12
910
217
5.00
13
815
200
4.19
14
910
217
5.0-0
15
660
200
3.50
16
360
100
1.07
Total:
39.23
*Acres for polls #1-10
were figured as au existing system. Pulls #11-16 werefigured
as new or expanded system.
EE65
E165
E90+
Existing Start =.72
Existing Start =.62
Single Start = .66
NE65
N165
Existing Stop = .47'
Existing Stop = .45

Traveling Irrigation Gun Settings
Hydrant number
Lenp-th of Pull
Effective Width
Acm Covered
A
216
139
.89
B
240
200
1.10
c
240
200
1.50
D
230
200
1.46
E
290
200
1.53
F
430
217
2.54
Totak
9.02
NE75 N175
Start Pull =.4 Start Pull = .4

Traveling Irrigation Gun Settings
I
]ftydrant number
LeNgth, of Poll jEffective Width Acres Covered
1
340
235
2.55
2
470
200
2.78
3
430
172
2.13
4
110
135,
.67
5
160
1.35
.83
6
40
135
.45
7
160
200
1.35
&
225
200
1.65
9
260
200
1.81
10
440
235
3.09
11
540
217
3.16
12
910
217
5.00
13
815
200
4.19
14
910
217
5.00
Is
660
200
3.50
16
360
100
1.07
Total:
39.23
*Acres for palls #1-10 were figured as an existing system. Pulls #11-16 were figured
as new or expanded system.
EE65
E165
E9.0+
Existing Start =.72
Existing Start =.62
Single Start = .66
NE65
N165
Existing Stop — .47'
Existing Stop = .45

Traveling Irrigation Gun Settings
Hydrant number
Len2th of Pull
Effective Width
Acres Covered
A
216
139
.89
B
240
200
1.10
c
240
200
1.50
D
230
200
1.46
E
290
200
1.53
F
430
217
2.54
Total.
9.02
NE75 N175
Start Pull = .4 Start Pull =.4

2/24/2O1O
Thomas Giddens
Acreage
Calculations
Widik'
Effective
Width
Length-..-
Lane Lane
Acres
Start End
Start End
Stop End
Stop End Section Total
Lull #I tection M. (ft.) in _Spacing Spacing % Lmidsection
able
ac-I
Table
(ac.) Pull Acres Pull Acres
00
1.8
Pull
12.28
-Acres:

9N
®r"
00-�
P,

2/24/2016 lli '7 AM, 1:300 C

IL

BIG GUN@
PERFORMANCE TABLES
U.S.
UNITS
100 SERIES BIG GUNS - 240 TRAJECTORY"
100 T TAPER BORE NOZZLES
PSI
Nozzle
5-
IGPM* CIA
Nozzle
.55.
GPM CIA
Nozzle
6-
GPM CIA
Nozzle
.65"
GPM
Nozzle
7"
Nozzle
.75-
Nozzle
.8.
Nozzle
ft.
Nozzle
S.
Nozzle
1.01
DIA.
GPM CIA
GPM DIA.
GPM CIA.
GPM
DIA.
GPM
CIA.
GPM DIA.
50
50 205'
64 2W
74. 225 A.
87 235'
100 245,
115 256'
130 265'
ISO
273,
165
280'
204 300,
70
60 225'
75 238'
a 250,
103 263'
120 2 7li
136 2831
Nam
155 295,
----
177
3021
--
197
310*
243 338*
90
68 245'
83 258'
47,
too 270'
41
117 ?63*
323 '201
135 295''
-143'
155 306,
175 315,
4186
201
326'
223
335'
274 362
1 110 76 265- 92 278'
*Available only with F100 & SRIOD
1 -111 290, 1294 303-f i5o 171 324' 195 335' 222
344- 247
355, 304 380,
100 R RING NOZZLES
PSI
171 RING
GPM CIA
.77 RING
GPM CIA
.81 RING
GPM CIA
.86 RING
GPM CIA
89 RING
GPM CIA
93 RING
GPM CIA
.96 RING
GPM CIA
iuu LpFv LjirrLpzrm
NU4ZLES
0.6 ON
0.6 ON
0 7ON
0 SON
30
7
4;.",;
GPM CIA
GPM CIA
'Q:N=j:FNj
GPM CIA
GPM Ot
40
60'
66 208
74 220
78 212
.88, 226
91 215
230 F.
103 274
116 235
%1294260
134 238
152 242
-
45 154
6k 168
91 162
;ZjR;;U7-
lie 1�-
60
70
.81 235
88 M
96 240
20,iiii.
110 245
1 25 260
141 270
164 275
183 280
. .
....... 110 200
-.,I -
*AUG"
143 21
80
90
94 255
111 265
1117.'276."
127 275
145 285
163 3OU
189 305
211 315
jr. I&W
100
105 270
110
110 M..".
.124 280
:--130 M.-
142 295
162 305
"170. 316
162 320
212 325
23M6 3M35
-The diameter
of throw is
approximateiv 3%
kess tot the 2io ir-a-~tnru
innin ima - �
i— � i— wo
150 SERIES BIG GUNS - 240 TRAJECTORY"
150 T TAPER BORE N0771 F-Q
Nozzle
.7* -
Nozzle
Niozzle
Nozzle
Nozzle
Nozzle
PS 1. -
GPM CIA,
.8.
GPM DIA.
9.
GPM DIA.
GPM 10" DIA.
GPM III" CIA.
GPM 1.2' DIA.
SO: -
!:,;'r
00,i.ii-`250 --i,
. 741
60
70..'
110 265'
tvm�
143 285'
182 305'
k
22b 325'
246, li"W414go
275 345'
fiMmi. '44
330. 365'
-
80
-1011-
128 290
165 310'
210 335'
260 3W
.1,35amA,
315 375'
xila,
380 395'
100
'110
143 31o,
.150 32V
185 330'
235 355'
290 375'
355 400'
425 420,
120
W 3W
2N 350'
258 375'
1 320 395-
385 420-
465 440-
150 R RING NOZZLES 1.1-. -, - - - -
Nozzle
130
GPM CIA
jQt1DWA*Q1i ffil :
385 380'
2VAeAht A
445 410'
:A
SOO 440'
545 460*
PS.I.
Ring
.86"
GPM CIA
Rtng
97-
GPM CIA.
Fung
108.
GPM CIA.
Rtng
GPM 1.18* DIA-
Ring
GPM 1.26* CIA
Rin v
GPM 1.34
Rin
IAIV
0 Z"P01,
. - - -, - -
CIA.
salow"aaw
GPM CIA
- 60
701*
110 260'
t -�120
143 280'
182 300'
225 315'
275 335'
�A--20%2%owr �
330 350'
ftwwj��
385 365'
80
129 280"
36;,
165 300-
V- ATW
ti;�kill
210 320'
26U 340'
316 360'
Musa
380 W
. 445 395,
100
110
120
143 300'
150'
157
185 320'
.jjW,.
235 340'
�C 47, -,." I
2qu 360'
355 380'
am" I
-
425 400-
hilwiww"
.500 416'
1
315'
204 335'
1 258 360'
1 320 380'
385 00,
1 465 420-
545 435'
-The diameter
of throw in annfniamatai.
*%a& iae,a i., to- -it
o
200 SERIES. BIG GUNS. - 270 TRAJECTORY"
200 T TAPER BORE N077LFR
Nozzle
1.05,
Nozzle
111
Nozzle
1-2-
Nozzle
Q*
Nozzle
Nozzle
Nozzle
Nozzle
Nozzle
PSI
GPM CIA
GPM DIA.
GPM DIA.
GPM CIA
------
I.V
GPM DIA.
1.5*
GPM DIA.
1.6'
GPM DIA.
1.751
GPM CIA.
is,
GPM CIA
410
, ft—a
70
SQ'
270 360,
310 380'
355 395'
415 410'
4dO 430'
555 450'
630 465'
tw��
755 496' 4
2&02Q��
890 515
90
310 390'
350 410'
405 425'
475 445'
545 465'
625 485' 0
715 505'
--- —
855 536'
1005 555,
110
.120
340 410'
365 42D'
390 430'
.406 �-.' 4W.�1'4
445 450'
525 470'
605 495'
695 5w
4
790. 535.1
MAW;
945 565'
ftma n
1 - 110 590,
130
370 425'
425 445'
485 465'
1 565 485'
1 655 515'
1 755 540'
860 560'
1025 690-
1210 620-
200 R RING NOZZLES
PS 1,
I ',�" Ring
(1-29' actual)
GPM CIA.
I !&' Ring
(1.46' actual
GPM DII.
I I/p" Ring
(1.56" actual)
GPM DIA.
I 5j" Ring
(1661 actual)
GPfA
13V4, Ring
11.74* actual)
I y Ring
1.83" actual)
2" Ring
9 a
(1.93* actual)
77-657
777,235
1
CIA.
GPM DIX
GPM DIA.
M
GPM CIA
60
70--
250 340'
330 370,
.!:11,-.,�Wfi6SX-1-a5V"Mk-
385 390,
�,
445 410'
I-
15 425'
;;A04fi(#UQt,01
%Vk I rk
-W Voi
585 440'
1
5
695 455'
80
90-
290 370'
'310
380 400'
-`.t-.,406��:'W;4115s��-- -
445 420'
515 440'
A"
590 455'
675 470'
SOS 490,
.1 .�
.;100
110!-
325 390'
Wo -L -
425 425'
li,61M q.
Soo 445'
� � "114=Vx-11144WQ��
575 465'
;k&AIDt"
660 480,
755 SOO,
Awab"W,14*
900 520,
120
.130
Tna
355 410'
4151
465 445'
4W -
545 , 465,
W. sk, 4W.-I-1�"i
630 * 485'
725 SOO,
825 520,
uku" .0k,
985 545'
11m C . I-njuLauly dFlugu.
The BIG GUN* performance data has been obtained under ideal lost condiltonsanki mav be adversely affected by wind poor hVeIra.sItr nriltance conrlitions or ainer hmarr

X'YA W. 0
low —
ON NON Norms aim FA WIF6 ia"WA- M VAL
SEEM
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4DBSG. LIQUID: SPGR.11
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BE F ONE
1 i; 7, AN W.R1 W, ilki IN MEN

Operator:TOM GIDEONS County: SAMPSON Date: 12/09/93
Distance to nearest residence (other than owner) 1600 feet
1. STEADY STATE LIVE WEIGHT
0 Sows
(farrow to finish) x
1417
lbs. 0
0 Sows
(farrow to feeder) x
522
lbs. 0
3600 Head
(finishing only) x
135
lbs. 486000
0 Sows
(farrow to wean) x
433
lbs. 0
0 Head
(wean to feeder) x
30
lbs. 0
TOTAL STEADY STATE LIVE
WEIGHT
(SSLW) 4860.00
2. MINIMUM REQUIRED TREATMENT VOLUME OF
LAGOON
Volume
= 486000 lbs. SSLW X
Treatment
Volume CF/lb. SSLW
Treatment Volume CF/lb. SSLW=
1.0 CF/lb. SSLW
Volume
= 486000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
OWNER
REQUESTS NO SLUDGE
STORAGE. SLUDGE WILL BE
Volume
0 cubic feet
REMOVED AS NEEDED.
4: TOTAL DESIGN VOLUME
Inside top: length 400 feet ; width 230 feet
Top of dike at elevation 52.00 feet
Freeboard 1.0 feet Side slopes 3. 0: 1 (inside)
Total design lagoon liquid level at elevation 51.00 feet
Bottom of lagoon at elevation 40.00 feet
Seasonal high water table elevation 45.00 feet
Total design volume using prismoidal formula:
SS/END1 SS/END2 SS/SIDE1 SS/END2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 394.0 224.0 11.00
AREA OF TOP
LENGTH X WIDTH
3 94 224 88256 (Area of Top)
AREA OF BOTTOM
LENGTH X WIDTH
328 158
AREA OF MIDSECTION
LENGTH X WIDTH X 4
51824 (Area of Bottom)
361 191 275804 (Area of Midsection X 4)
CU. FT. [Area top+ (4XArea Midsection) +Area Bottom] X Depth/9-
88256 275804 51824 2
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL 762454 CU. FT.
4

5. TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon (top of dike)
Length X Width =
400 230 92000 Square Feet
Buildings (roof and lot water)
Length X Width =
0 0 0 Square Feet
TOTAL DA 92000 Square Feet
Design temporary storage to be 180 days.
A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 486000 Lbs. SSLW X CF of waste/lb/day X 180
Volume = 118973 Cubic feet
B. 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 = 0 Gallons/day X 180 days storage/7.48
gallons per CF
Volume = 0 Cubic feet
C. 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 Inches X DA / 12 inches per foot
Volume = 53666.667 Cubic feet
D. Volume of 25 year - 24 hour storm
Volume 7.0 inches / 12 inches per foot X DA
Volume 53667 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
118973
Cubic
feet
5B.
0
Cubic
feet
5C.
53667
Cubic
feet
5D.
53667
Cubic
feet
TOTAL 226306 Cubic feet

�10
6. SUMMARY
Total required volume = 712306 Cubic feet
Total design volume avail.= 762454 Cubic feet
Min. reqrd. trtmnt. vol. plus sludge accum-= 486000 Cu. Ft.
At elev. 48.00 Ft; Vol= 514048 Cubic feet (end pumping)
Total design volume less 25yr-24hr storm = 708787 Cu. Ft.
At elev. 50.00 Ft; Vol= 676040 Cubic feet (start pumping)
Seasonal high water table elevation is 45.00 Feet, which must
be lower than the elevation of top of treatment volume 48-00
DESIGNED BY:
DATE:
APPROVED BY:
%QbwkA A NO"
-F y
/it I W j t�'q��e
DATE : ) ',') 16 11 C? z
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES:

rl
SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 4.0 ACRES
USE THE SEED MIXTURE INDICATED:
0.0 LBS. FESCUE GRASS @ 60 LBS. PER ACRE
(BEST SUITED ON CLAYEY OR MOIST SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0.0 LBS. "PENSACOLA" BAHIA GRASS @ 60 LBS. PER ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 30
32.0 LBS. HULLED BERMUDA GRASS @ 8 LBS. PER ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
120.0 LBS. RYE GRAIN @ 30 LBS. PER ACRE (NURSERY FOR FESCUE)
0.0 LBS. RYE GRASS @ 40 LBS. PER ACRE (TEMPORARY VEGETATION)
SEEDING DATES: SEPTEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
4000 LBS. OF 10-10-10 FERTILIZER (1000 LBS. PER ACRE)
8.0 TONS OF DOLOMITIC LIME (2 TONS PER ACRE)
400 BALES OF SMALL GRAIN STRAW (100 BALES PER ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTHMOVING IS COMPLETED. APPLY
LIME AND FERTILIZER, THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH SEEDBED.
APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER OR SIMILAR EQUIPMENT.
APPLY MULCH AND SECURE WITH A MULCH ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIA GRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. PER ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
CLEARING:
All trees and brush shall be removed from the constructio'n area
before any excavating or fill is started. Stumps will be
removed within the area of the foundation of the embankment and
fill areas and all excavated areas. All stumps and roots exceeding
one (1) inch in diameter shall be removed to a minimum depth of
one (1) foot. Satisfactory disposition will be made of all
debris. The foundation area shall be loosened thoroughly before
placement of embankment material. Lagoon site (and pad site if
needed) to be stripped of topsoil (311) and stockpiled for use on dike
and pad slopes (2-311). The topsoiling quantity is in excess of
amounts specified on page one (1).
Cut-off Trench:
--------------
.A cut-off trench (when specified) shall be installed as shown in
the plans.
Construction:
------------
Construction of excavated and earthfill areas shall be performed
to the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall be placed in
max. of 611 lifts and not placed in standing water. Compaction
shall be performed by the construction equipment or sheep�-foot rolli2r
during placement. The embankment of the lagoon shall be installed
using the more impervious materials. Construction of fill
heights shall include ten (10) percent for settlement. To
protect against seepage, when areas of unsuitable material are
encountered, they will need to be excavated a minimum of one '1) r--,-.,ot
below grade and backfilled and compacted with a SCS approved
material (i.e.-CL,SC,CH). Refer to the soil inves'Cigation
information in the plans for special considerations. Precautions
should be taken during construction to prevent excessive erosion
and sedimentation.
Vegetation:
----------
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible
after construction according to seeding specifications sheet.

OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) with
minimum odor control. The time required for the planned fluid level
to be reached (permanent + temporary storage) may vary due to
flushing operations and the amount of fresh water to be added to the
system.
The designed 6 months temporary storage is an estimated volume
based on : 1) waste from animals; 2) excess rainfall after
evaporation; and 3) the largest 24 hour (one day) rainfall that
occurs on the average of once every 25 years. The volume of
waste generated from a given number of animals will be fairly
constant throughout the year and from year to year. This
estimate is based on 7 inches of excess rainfall which is
equal to or exceeds the highest 6 months excess in a year.
The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will
need to be pumped each 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 on the elevation to begin p�imping, a
permanent marker must be installed on this elevation to
indicate when pumping should begin. An elevation must be
established to stop pumping to maintain minimum treatment depth
(6 feet). Pumping can be started or stopped any time between
these two elevations for operating convenience as site
conditions permit (weather, soils, crop, and equipment 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 runoff from the field
or damage to crops.
The following items are to be carried out:
1. It is strongly recommended tha the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the ccncentration of the initial
waste entering the lagoon thereby reducing odors. Solids
should be covered with effluent at all times. When pre-
charg[ing is completed, 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 B) before land application.

3. Begin pump -out of the lagoon when fluid level reaches eleva-
tion 50.00 as marked by permanent markers. Stop pump -out
when the fluid level reaches elevation 48.00 or before
fluid depth is less than 6 feet deep (this prevents the loss of
favorable bacteria). The design temporary storage, less 25 year
storm is 172639 cubic feet or 1291343 gallons. As stated
before, this volume will vary considerably from year to year.
4. The recommended maximum amount to apply per irrigation is one
(1) inch and the recommended maximum application rate is 0.4
inches per hour.
5. Keep vegetation on embankment and areas adjacent to the lagoon
mowed annually. Vegetation should be fertilized as needed to
maintain a 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 outlets.
8. Keep a minimum of 100 feet cropland buffer or 25 feet of grass
vegetated buffer around waste utilization fields, particularly adjacent
to ponds, lakes, streams, open ditches, etc. Do not pump within
300 feet of a residence or within 100 feet of a well.
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.
NOTES:

PLAN OF EXCAVATED WASTE STORAGE PIT
NAME: TOM GJDEONS Date: 11/18/93
CountY: SAMPSON
Address:RT 2. CLINTON, NC __ 28328
#4
v
0
d"
,C.b I
9
400' LENGTW I
-7 .
52.0
� �..o �.�
00
FL - 3 2-R 1 L 9114 ME
81 DE supt .3—TO 1
AM 'MP ELIV.
4,0
-low
Ave. 80TWO CLIV.
(Sw bw* for vottm catculatiam)
Use of facility: SWINE WASTE
Capacity: Gdllons Ft3
Soil Type: BOB
Bench Mark Des=iption
Bottom
Norml Liquid IAvel
Storaqe for normal Precip.
nximim Liquid Level
25 yr. Storm Storaqe
Crest M
Max.Flow Depth
Freeboard
Top of Dam
TBM
zlev. 40-0
Zlev.
(+) Ft.
zlev. 5 1)
0-7 Ft.
El. ev
1.3 Ft.
Elev. 2.0
ELEV 50.0

11
TyPlGAL VIEW OF A ONE-STAGk LAGOON sysTim
collfilinmilt BililJillp,
............... =11 .............
Pit
TOM GIDEONS
12
Top Width _
flipe (Nectit, to be ailoquaLcly
SUpport ed )
Settled Tup ElevaLi011 52.0
Pipe Invert Elevation
50.0
3
ss 3 : 1 SS 3
T H EAT MENT
LAGOON
10,
DcpLh
Bottom tLevation 40.0
NOTE: RIP -RAP, FLEXIBLE PIPE OR 0 HER SUITABLE MATERIAL WILL BE
PLACED AT PIPE OUTLETS TO PREVENT EROSION OF CLAY LINER

TYPICAL CROSS; -SECTION OF
FILL
AVFRACE CROUTID
VARIABLE
5 k,: DY MAT 0R I A L
NO C LAY
I FOOT THICK
CLAY LINER
SA-':DY CLAY -CLAY
A DDITIONAL* E XCAVAT TON DlJF TO LINI'll:
LAGOON CONSTRUCTION WITIf
PARTIAL -.CLAY LINER
1 FOOT THICK CLAY LINER
(MINIMUM)
EXCAVATE THIS AREA AND
BACKFILL WITH 'CLAY
EXCAVATE
F I L L"\—
�Vl��A�E GROUND
VARIABLE SANDY MATERIAL
NO CLAY
I FOOT THICK
GLAY LINER
SANDY CLAY -CLAY
AVERACE wirrii ro CLAY x i Foorr THICK X DIs,rANCE r= CUBIC CIMIC YARDS
27 CU111C Fv.rr/cumc YARDS
4

U. S. Department of Agriculture
Soil Conservation Service
HAZARD CLASS'�FICATION DATA SHEET FOR DAMS
Landowner TOM GIDEONS County
Community or Group No.
NC-ENG-34
September 1980
SAMPSQN
Conservation Plan No.
Estimated Depth of Water to Top of Dam Ft.
Date of Field Hazard Investigation 9/16/93
Length of Flood Pool Ft.
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
- : Est. Elev. :Est. Elevation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements Above :Floodwater Above
Flood Plain: Flood Plain
Ft. Ft. % Ft. Ft.
uj=:s
2
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach A SUDDENIAILURE OF STRUCrURE WILL NOT ENDkNGER LIFE
NIF
OR DAMAGE PUBLIC TPLANSPORTATIO!'ja THE LAGOON WILL BE LOCATED IN A p!iPAi.1AR1',A
APPAROX. 1400 FT 2niz-a- TO SR
Tr) WARnS SWAMP AND w%JVV
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21)
Dam Classification 0, 11, 111, IV, V)
By HERMAN RIGGS, SOIL CONS. TECH.
(name) (title)
Concurred By (name) (title)
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date 1 1/17/93
Da te

0+6
P%4101
E
3 50.6
7 -t 9 .4
:./+Oo - . 46.7
Z+ 06 451 -Y
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.4 46� +
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oil,

EMERGENCY ACTION PLAN
PWONIC Nil 1pqppocz
rI 1 1 4 " i V � I. I � "I%,)
DIVISION OF WATER QUALITY (DWQ) 910- 9*6- 641
EMERGENCY MANAGEMNET SERVICES (EMS) 10-3�2 -,rA(o
SOIL AND WATER CONSERVATION DISTRICT (SWCD) 1/0 -,652 - 7 5 (/j
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 1*0 __1MA - 794..?
COOPERATIVE EXTERSION SERVICE (CES) 7/0-5u -7/4,1
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 not be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon over 1 low -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.
rB. Runofl from waste application field -actions include:
a. Immedia-aly stop waste applica-ion.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runofl.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates lor the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage �rorn "lush systems, ho,-,ses. solid seoarators-action include:
a. Stop recycle pump.
b. Stop irrication pump.
c. Make su�re siphon occurs.
a. Stop all Nows in The house, fiusn systems, or solid separators.
E. Leakage from base or sidewall oi lagoon. Often this is seepage as opposed
to flowing leaks -possible action:
a. Dig a small sump or ditch from -�-,e embankment to catch all
seepage, pu- in a submersible pum ' p, and pump back to lagoon.
b. Il holes are caused by burrovving 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.
1

r 2
3
4
r5
.1
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?
Contact appropriate agencies
a. During normal business hours call your DWG 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 adviceltechnical assistance phone number - -.
If none of the above works call 911 or the Sheri"'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.
a. Contractors Name:
b. Contractors Address
c. Contractors Phone:
Contact the technical specialist who certified the lagoon INKS, Consulting
Engineer, etc.)
a. Name: trn!:) '�� n
b. Phone: 9) 0 V -
7. Implement procedures as advised by DWO- and technical assistance agencies to
rectify the damace, repair the system, ar-id reassess the waste managment plan to
keep problems W�Ith release of wastes from happening again.
2

115;
F11A
OPERATION & N1AWMANCE PLAN
Froper 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 crop 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 0
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
0
state law and subject to penalty action.
The routine maintenance of a lacroon involves the following:
0
Maintenance of a vegetative cover for the dam.
Fescue or common bermudaarass 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
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 Co
equivalent.
Brush and trees on the embankment must be controlled. This may be
done by mowing, spraying, grazing, chopping, or a combination of
0 0 0 0
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
0
the lacroon water. Such chemicals could harm the bacteria in the lagoon that are treating AM
0
the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of
the lagoon and at least monthly and after major rainfall and stormevents. Items to be
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
2. 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 lacroons. 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
unddrtaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps --- check for proper operation of:
I recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusuall loud or grinding
y
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 requiredc. Having a nearly full lacroon is not the time
to think about switching, repairing , or borrowing pumps. Probably, 0 if your lagoon is full,
your neighbor's 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
drainacre waters (such as rainfall runoff, roof drainage, gutter outlets,
0 0
and parking lot runoff) away from your lagoon and other waste
0
treatment or storage structures. The only water that should be
coming from your lagoon is that which comes from your flushing
P t;l
(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. ridere berm height
0

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine 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 rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applicat-io'n's 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:
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 loadincy begins, taking care not to erode lining or bank slopes.
0
3. Drainpipes into the lacroon should have a flexible pipe extender on the
t�
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 lacroon be seeded with sludcye from a healthy
0 0
workincr swine lacroon in the amount of 0.25 percent of the full lagoon
C1 0
liquid volume. This seeding should occour at least two weeks pri0or to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the ra 0
C) te of I pound per 1000 cubic feet of
lacroon liquid volume until the pH rises above 7.0. Optimum lacroon liquid
0
pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
4;0
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season. 0
Loading:
The more frequently and regularly that wastewater is added to a lacroon, the better the
lagoon will function. Flush systems that wash waste into the lagoo"�n 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
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.
C�
The lacroon liquid level should never be closer than I foot to the lowest
Im
point of the dam or embankment.
Do not pump the lacroon 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 idditions of bedding materials, long-stemmed forage or vegetation,
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.
Nfaintain strict vegetation, rodent, and varmint control near lagoon edges.
CO 0
Do not allow trees or large bushes to grow on lagoon dam or embankment.
CP
Remove sludcre from the lacroon either when the sludge storage capacity is
4:0 ID 0
full or before it fills 50 percent of the permanent storacre volume.
0
If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to eliminate the possibility of a
t:p 0
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
0

proper lagoon sizing,
mechanical solids separation of flushed waste,
gravity settling of flushed waste solids in an appropriately designed basin, or
mhurnizing 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 a chopper -agitator impeller
0
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
0
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
C�
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 sludge will contain different
0
nutrient and. metal values from the liquid. The application of the sludae to fields will be
limited by these nutrients as well as any previous waste applications toothat 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
0
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. 0
Sludae 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.
0
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 neiahbors.

a
-Possible Causes of Lagooit FaHure
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
ensuring structure safety. Items which may lead to lagoon failures include:
0 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.)
0 Lagoon liquid levels --- high levels are a safety risk.
0 Failure to inspect and maintain the dam.
0 Excess surface water flowing into the lagoon.
0 Liner integrity --- protect from inlet pipe scouring, damage during sludge
removal, or rupture from lowering lagoon liquid level below groundwater
table.
NOTE: If lacroon water is allowed to overtop the dam, the moving water will soon cause
0
gullies to form in the dam. Once this damage starts, it can quickly cause a large discharge
of wastewater and possible dam failure. 0

r SWINE FARM WASTE MANAGEMENT ODOR CONTROL- CHECKLIST
�)ource Cause BMP's to Minimize Odor Size Specific Practices
Farmstead S�ina production Vegetative or wooded buffers;
Raccmmended best management
(,/racncas:
Good �udcment and common
Animal body surfaces Dinty manure -covered animals aeOry floors
Floor surfaces War manurs-covered floors M/Slorred floors;
Q/Wararars located over slotted floors;
Faadars at high and of solid floors:
Scrace manure buildup from floors;
Under'loor ventilation for drying
Manure collection pits
Urine
W'Fraquent manure removal by flush,pit
racharge,or scrape
Parital micorbial decomposition
Uncar':oor ventilation
Ventilation exhaust fans
Volatile gases;
VFan ma.ntenance�
Dust
P(Efficiert air movement
indoor sur.aces
Dust
V�,asr�cown between groups of animals
f Fsec acairives;
Feacer -avers;
Fse: ae6very downspout extenders to
feece, :avers
opI �ar.KS
Agitation of recycled lagoon
2:�sr :ar.K Covers
liquid whiles ranks are tilling
Ex'.e-a fill lines to near bortom of
zar,Ks izn anti -siphon vents
Fiush a4eys
Agitation during was-,awater
i Urat,'.00r flush with underfloor
conveyanance
verz:ia:ion
Pit recharge paints Agitation of recycled lagoon c-x-.er.c rechard lines to near bottom of
liquid while pits are filling pits wi*h anti-siphcn vents
Litt vadons Agitation during sump tank filling Sump -.anK covers
and drawdown
CL'.S,Ge c,a�n Collection Agitation during aste�ater Box -avers
or junct;cn boxes conveyance
End of vair.cipes at lagoon Agitation during wastewater Ex:erc jischarge point of pipes
uncemerith lagoon liquid level
Lagoon s,�races Volatile gas emissions
(*fPrcoer �agoon liquid capacity
Biological mixing
i C-rre-t. !agoon startup procedures
Agitation
) Minirr.Lrn surface area -to -volume ratio
(Aimmum agitation when pumping
) Mea.-anical aeration
I Prove., ziological additives
Irrign: z- 3�r ��!er nozzles High press-jte agitation virrnga:t In dry days with little or no ird
Wind draf: recommended operation press -ire
:r:ake near iagoon liquid surface
P-.�Z '-= second-vage lagoon
11. 1995

F i�e -,anK at casin Partial microbial decomposition
( I Boacm ar midlevel loading
surface Mixing while filling
( I Tank covers
Agitation when emptying
( Basin surface mats of solids
( Prove-' b-oiogical additives or oxidants
Settling basin surface Partial micobial decomposition
Extend drainpipe outlets underneath liquid
Mixing w1ula filling
level
Agitation when emptying
Remove sealed solids regularly
Manure, slurry or sludge
Agitation when spreading
) Soil injection of slurry/sludges
spreader cutlets
Volatile gas emissions
I Wash residual manure from spreader after use
) Proven biological additives or oxidants
Uncovered manure, slurry
Volatile gas emissions while drying
Sail infection of slurry/sludges
or sludge on field surfaces
I Sail incorporation within 48 hours
Spread in thin uniform layers for rapid drying
Proven biological additives or oxidants
Dead an;mais
Carcass decomposition
V'Proper disposition of carcasses
Dead ansmai disposal
Carcass decomposition
Compieze covering of carcasses in burial pits
pits
Prober location/construction of disposal pits
Incinerators
Incomplete combustion
I I Secorcary stack burners
Standing wa*.er around Improper drainage (ecrace anc landscape such that water drains
faciliues Microbial decomposition of away from facilities
organic matter
r1re Tracilad onto public Poorly maintained access roads VFarm aczess road maintenance
access
Additional !ntormation: A,ailable From
Swine Manure Management; 0200 Ru[e,BMP Packet .14CSU-County Extension
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sleet NCSU-BAE
Swine ?,oduczion Facility Manure Management: Pit Recharge --Lagoon Treatment: EBAE 128-88 NCSU-BAE
S�ine P.-oduc-ion Facility Manure Management; Underfloor Fluse--l-agoon T.eatmant; ESAE 129-88 NCSU-SAE
Lagoon Desig and Management for Livestock Manure Treatment and Stora, -5� EBAE 103-83 NCSU-BAE
Calibration o; Nlanure and Wastewater Application Equipment; ESAE Fact Sleet NCSU-BAE
Contrailing Colors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmentai Assuranc Program: NPPC Manual NC Pork Produces Assoc
Options for Nlanaging Odor; a report from the Swine Odor Task Force N_-SU Agri Communications
Nuisance Colctrs in Animal Manure Management: Odors and Flies; PROIC7, I 39S Conference Proceedings F:orida Coocerative Ex�ens:�n
The issues checked (v4erzain to this operation. The landowner,'integrator agrees to use sound judgment in applying
Odor ccn�rzi m.essures as practical.
I cer,-if,/ zhe aforementioned Odor control Best Managment P. ac-,ices have been reviewed with me.
r
(Landowner Signature)
'0'lc: %�'e 1. 1

r INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Sys -ems)
Flush GQr-,ers Accumulation of solids (VFius.i s,,stam is designed and operated
sufficiently to remove accumulated
soilds from gutters as designed.
Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids (VIMainirain 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 WO"Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along �a:ar's edge on impoundment's perimeter.
(Dry Sys,,emsi
Feeders Feed Spillage Design operate and maintain feed systems je.g.,
bunkers and troughs) to minimize the accimulation
of decaying wastage.
Clean in; spillage on a routine basis iii.g. 7-10 day
intervai tiring summer; 15-30 day interval during winter).
Feed S-,praga Accumulations of feed residues Mi moisture accumulation within anc around
immeciate perimeter of feed storage areas by
insuring --rainage away from site and/or providing
ai containment (e.g.. covered pin for
brewer's grain and similar high moist -ire grain
procuc:sj.
Inspect far and remove or break uo acaimulated
solids 7r. filter strips around feed storage as needed.
Animal Holding Areas
r
AMIC—Navemaer 1 1, 1996
Accumulations of animal wastes Eliminate low area that trap moisture aicr.g fences
and feed wastage and Wter locations where waste ac-umulates and
and zis-�rpance by animals is mirial.
Maintain fance rows and filter strips around animal
holding areas to minimize accumula:ions at wastes
(i.e. inspect for and remove or break up aca�mulated
solids as needed).

(0111�
Manure Handling
t.,, i
Accumulations of animal wastes Remove spillage on a routine basis (e.g. 7-10 day
Systems
interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
Provide for adequate drainage around manure stockoiles.
Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landownerfintegrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
(Lando�,vner Signature)
For more Wormation contact the Cooperative Extension Service, Cepart.-nent 3f Entomology, Box 7613, North '%-.aroiina Szzate University, Raleign. INC
2769E-751 3.
AMIC--Ncvember 11, 1996