310162_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 necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 31-0162 Certificate Of Coverage Number: AWS310162
2. Facility Name: Glade Ri& e
3. Landowner's Name (same as on the Waste Management Plan): Charles W Edwards
4. Landowner's Mailing Address: _ . _ __ Rd
City: Beulaville State: NC Zip: 28518
an- 31.41
Telephone Number: 910-298_38'4i Ext. E-mail:
5. Facility's Physical Address: 1112 Cedar Fork Rd
City: Beulaville State: NC Zip: 28518
6. County where Facility is located: Duplin
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
10. Operator Name (OIC): Charles Winzell Edwards Jr. Phone No.: 910- 98=542'1 OIC #: 24120
3d'-9 31't9
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine - Feeder to Finish 6,120
Operation Types:
Swine Cattle Dry Poultry ,Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses - Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses - Other
Farrow to Finish Milk Cow Pullets Sheep - Sheep
Feeder to Finish Dry Cow Turkeys Sheep - Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers
APR 0 cl 2R19
Water Quality
"tonal Operati ^" .'

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
1 (SMALL)
2 (BIG)
Estimated
Date
Built
/91 Y
1/1/1994
Liner Type
(Clay, Synthetic,
Unknown)
C
Capacity
(Cubic Feet)
5-72/)-r
77, 1-7?
Estimated
Surface Area
(Square Feet)
71,003.00
87,120.00
Design Freeboard
"Redline"
(Inches)
19.50
19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), sided b, the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
1 (SMALL)
2 (BIG)
Estimated
Date
Built
/99Y
1/1/1994
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
s-72/ . r
77SY79
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
Estimated
Surface Area
(Square Feet)
71,003.00
87,120.00
Design Freeboard
"Redline"
(Inches)
19.50
19.50
completed and signed application
If your CAWMP includes any components not shown on this List, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]
RECEIVEWCDVIET
APR 3 2,019
Watergadit
Ream

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to. $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 "or itnPrisonnient of not, more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name:
Signature:
Ct j N 104,T
Title:
`Vww4
Date: 9-G�
Name: Title:
Signature: Date:
Name: _ Title:
Signature: _ Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

ROY COOPER
Governor
MICHAEL S. REGAN
Secretory
LINDA CULPEPPER
Director
NORTH CAROLINA
Environmental Quality
February 27, 2019
Charles W Edwards
Glade Ridge
507 Cedar Forks Church Rd
Beulaville, NC 28518
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at httes://deu.nc.gov/about/divisions/water-resources/water-quality-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under the State Non -Discharge General Permits, you must submit an application for
permit coverage to the Division. Enclosed N,ou will fmd a "Request for Certificate of Coverage Facility Currently Covered by an
Expiring State Non -Discharge General Permit." The application form must be completed, signed and returned b■ April 3. 2019.
Please note that you must include one ill copy of the Certified Animal Waste Manaegment Plan 1CAWMPI with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty .
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Enclosures
cc (w/o enclosures):
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Wilmington Regional Office, Water Quality Regional Operations Section
Duplin County Soil and Water Conservation District
AFOG Section Central Files - AWS310162
Murphy -Brown LLC
North Carolina Department of Environmental Quality 1 Diuision of Wetter Resources
5i2 t;.:,ss;sbury St. 11636 Mail Service Center I Rateifti, North Carolina 27699-1636
919.707 9000

Nutrient Management Plan For Animal Waste Utilization
06-22-2011
This plan has been prepared for:
Glade Ridge Farm #1 31-162
Charles Edwards Jr.
507 Cedar Fork Church Rd
Beulaville, NC 28518
910-298-5421
This plan has been developed by.
Billy W Houston
Duplin Soil & Water
165 Agriculture Dr.
Suite B
Kenansville, NC 28349
910-296-2120
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance procedures
established in this nutrient management plan which includes an animal waste utilization plan for
the farm named above. I have read and understand the Required Specifications concerning animal
waste management that are included with this plan.
e'
4
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: 6 �- 6 �.'
Technical Specialist Signature Date
669963 Database Version 3 1 Date Printed: 06-22-2011 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the following
source(s):
Commercial Fertilizer is not included in this plan.
S7 Swine Feeder -Finish Lagoon Liquid waste generated 2,269,296 gals/year by a 2,448
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Broadcast
Incorporated
Estimated Pounds of Plant Available Nitrogen Generated per Year
5227
8976
Injected
9885
Irrigated
Year 1
Year 2
Max. Avail.
PAN (lbs) *
5,681
5,681
5681
Actual PAN
Applied (lbs)
8999
9844
PAN Surplus/
Deficit (lbs)
-3,318
-4,163
Actual Volume
Applied (Gallons)
3,594,634
Volume Surplus/
Deficit (Gallons)
3,932,295
-1,325,338
-1,662,999
Note: In source ID, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
669963 Database Version 3.1 Date Printed: 06-22-2011 Source Page Page 1 of 1

Narrative
This WUP has been rewritten to allow row cropping on all pulls.
The rotation is a Corn,Wheat,Soybean with Green Manure(GM) cover following Soybeans to allow for a
winter application if needed.
The PAN allowed for the GM is 301bsN'Ac. The PAN on the corn crop has been reduced by 451bsN/Ac
to allow for this application and additional residual from the prior bean crop.
Gra;A .50i75hv-"^ "slay & 49s1-j.4%/toj 74s
or ic 56,.,+,mer Crop
i 4-6 W V P .see ftaJie,/ WUY Table i AA) s-/-ill
reVAi A Q1n 6 /1✓+r Ie4 ae7 i c i e-tf 07' 3,201 000 J &
Uf 4 P4 / " C`� n^ 0 ✓ �l J-
r3 C/if1�
01:40 att1C.�
c` /1-1 or2'.
dot I ei cal etffoi c.het: ✓" aT i:01.4k
669963 Database Version 3.1 Date Printed: 06-22-2011 Narrative Page Page 1 of 1

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 Surrunary
Tract
Total
Field Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
7858
7858
1 3.80
I0 2.32
3.80, N/A
2.32
Rains
N/A Rains
7858
11 4.54
4.54 N/A Foreston
7858
12 1.60
1.60 N/A Foreston
7858
13 4.24
4.24 N/A Foreston
Small Grain Cover
N/A
Corn, Grain 125 bu.
Wheat, Grain 55 bu.
Soybeans, Manured, Double Crop 37 bu.
Small Grain Cover N/A
Corn, Grain 125 bu.
Wheat, Grain 55 bu.
Soybeans, Manured, Double Crop 37 bu.
Small Grain Cover N/A
Corn, Grain I20 bu.
Wheat, Grain 55 bu.
34 bu.
Small Grain Cover N/A
Corn, Grain 120 bu.
Soybeans, Manured, Double Crop
Wheat, Grain 55 bu.
Soybeans, Manured, Double Crop 34 bu.
Small Grain Cover
Corn, Grain
7858
14 1.35
1.35 N/A Foreston
N/A
Tom'
120 bu.
Wheat, Grain 55 bu.
Soybeans, Manured, Double Crop 34 bu.
Small Grain Cover
Corn, Grain
7858
3.80
3.80 N/A Rains
7858
4.14
4.14 N/A Foreston
669963 Database Version 3.1 Date Printed 6/22/2011
NOTE: Symbol * means user entered data.
N/A
120 bu.
Wheat, Grain 55 bu.
Soybeans, Manured, Double Crop 34 bu.
Small Grain Cover N/A
Com, Grain 125 bu.
Wheat, Grain 55 bu.
Soybeans, Manured, Double Crop 37 bu.
Small Grain Cover N/A
Corn, Grain 120 bu.
Wheat, Grain 55 bu.
Soybeans, Manured, Double Crop 34 bu.
PCS Page Page 1 of 2

Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
7858
4
3.12
3.12
N/A
Foreston
Small Grain Cover
N/A
r
Com, Grain
120 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
34 bu.
7858
5
4.14
4.14
NiA -
Foreston
Small Grain Cover
N/A
w
Corn, Grain
120 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
34 bu.
7858
6
2.83
2.83
N/A
Foreston
Small Grain Cover
N/A
Com, Grain
120 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
34 bu.
7858
7
4.24
4.24
N/A
Foreston
Small Grain Cover
N/A
1
Corn, Grain
120 bu.
Wheat, Grain
55 bu,
Soybeans, Manured, Double Crop
34 bu.
7858
r
8
2.61
2.61
NIA
Foreston
Small Grain Cover
N/A
Corn, Grain
120 bu.
Wheat, Grain
55 bu.
r
Soybeans, Manured, Double Crop
34 bu.
7858
9
3.76
3.76
_
N/A
Foreston
Small Grain Cover
N/A
Com, Grain
120 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
34 bu.
PLAN TOTALS:
46.49 46.49
- LI
Potential Leaching
Technical Guidance
2
Low potential to contribute to soluble
nutrient leaching below the root zone.
None -i
>— 2 &
<= 10
Moderate potential to contribute to soluble
nutrient leaching below the root zone.
Nutrient Management (590) should be planned.
> I0
High potential to contribute to soluble
nutrient leaching below the root zone.
Nutrient Management (590) should be planned. Other conservation practices that improve the soils
available water holding capacity and improve nutrient use efficiency should be considered.
Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations (328), Long -Term
No -Till (778), and edge -of -field practices such as Filter Strips (393) and Riparian Forest Buffers
(391).
669963 Database Version 3.1
NOTE: Symbol * means user entered data.
Date Printed 6/22/2011
PCS Page Page 2 of 2

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 bythe cropbeingnitrogenbeing supplied by manure or other by-products,
g �1 grown and an estimate of the amount
commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the indicated quantity
of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides
for the utilization of the manure generated by the operation.
Waste Utilization Table
Year 1
Tract Field
7858 1
Source
ID
S7
Total
Soil Series Acres
Rains 3.80
Use.
Acres
3.80 Small Grain Cover
Crop
Applic.
RYE Period
N/A 9/1-3/31
Nitrogen Comm. Res.
PA Fert. (lbs/A)
Nutrient Nutrient
Req'd Applied
(lbs/A) (lbs/A)
*30
0
Applic.
N Method
0
7858 1
7858 1
S7
S7
Rains 3.80
3.80 Corn, Grain
Rains 3.80
3.80 Wheat, Grain
125 bu. 2/15-6/30
55 bu. 9/1-4/30
*156
0
*132
0
*45
0
7858 10
7858 10
7858 10
7858 11
7858 11
7858 11
7858 12
7858 12
7858 12
7858 13
7858 13
7858 13
S7
S7
v
S7
1
S7
S7
S7
S7
S7
S7
S7
S7
S7
Rains
2.32
Rains 2.32
2.32iSmall Grain Cover
2.32 Corn, Grain
N/A 9/1-3/31
125 bu. 2/15-6/30
*30
*156
0
0
0
*45
Irrig.
Irrig.
brig.
Irrig.
lrrig.
Manure Liquid Solid
PA ManureA Manure
NutrienLA pplied Applied
pplied (acre) (acre)
(lbs/A)
Liquid Solid
Manure Manure
Applied Applied
(Field) (Field)
1000
gal/A Tons
9
3.59 0.00
1000 gals tons
13.66 0.00
111 44.34_ 0.00
79 31.64 0.00
9
168.48 0.00
120.22 0.00
3.59 0.00
111 44.34 0.00
Rains
2.32
Foreston 4.54
Foreston 4.54
2.32 Wheat, Grain
4.54 Small Grain Cover
4.54 Corn, Grain
Foreston 4.54
Foreston 1.60
Foreston 1.60
55 bu. 9/1-4/30
N/A 9/1-3/31
L
120 bu. 2/15-6/30
4.54 Wheat, Grain 55 bu. 9/1-4/30
1.60 Small Grain Cover N/A 9/1-3/31
1.60 Com, Grain
Foreston 1.60
1.60
Wheat, Grain
Foreston 4.24
4.24
Foreston 4.24
Foreston
4.24
Small Grain Cover
Corn, Grain
4.24
4.24
Wheat, Grain
*132
*30
i
*150
*132
*30
120 bu. 2/15-6/30
55 bu. 9/1-4/30 *132
N/A 9/1-3/31
120 bu. 2/15-6/30
55 bu. 9/1-4/30
*150
*30
0
0
0
0
0
0
0
0
*150 0
*132
0
0
0
*45
0
0
*45
0
0
*45
0
7858 14
S7
Foreston
1.35
1.35
Small Grain Cover
66996)1 Database Version 3.1 Date Printed: 6/22/2011
1
N/A 9/1-3/31
*30
0
0
Irrig.
lrrig.
brig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Img.
Irrig.
79
9
31.64 0.00
3.59 0.00
105 41.94 0.00
79
31.64 0.00
9 3.59 0.00
105
41.94 0.00
7 0.00
91 .
31.64
9 3.59 0.00
105
41.94 0.00
79 31.64 0.00
9, 3.59 0.00
8.34 0.00
102.86 0.00
73.40 0.00
16.32 0.00
190.41 0.00
143.63 0.00
5.75 0.00
67.11 0.00
50.62 0.00
15.24 0.00
177.83 0.00
134.14 0.00
4.85 0.00
WUT Page Page 1 of 6

Waste Utili Table
ear 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
•
Liquid
Manure
Applied
(Field)
Solid '
Manure
Applied
(Field),
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
7858
14
S7
Foreston
1.35
1.35
Corn, Grain
120 bu.
2/15-6/30
*150
0
*45
Irrig.
105
41.94
0.00
56.62
0.00
7858
14
S7
Foreston
1.35
1.35
Wheat, Grain
55 bu_
9/1-4/30
*132
0
0
brig.
79
31.64
0.00
42.71
0.00
7858
2
S7
Rains
3.80
3.80
Small Grain Cover
N/A
9/1-3/31
*30
0
0
Irrig.
9
3.59
0.00
13.66
0.00
7858
2
S7
Rains
3.80
3.80
Corn, Grain
125 bu.
2/15-6/30
*156
0
*45
Irrig.
111
44.34
0.00
168.48
0.00
7858
2
S7
Rains
3.80
3.80
Wheat, Grain
55 bu.
9/1-4/30
*132
0
0
Irrig.
79
31.64
0.00
120.22
0.00
7858
3
S7
Foreston
4.14
4.14
Small Grain Cover
N/A
9/1-3/31
*30
0
0
Irrig.
9
3.59
0.00
14.88
0.00
7858
1
3
S7
Foreston
4.14
4.14
Com, Grain
120 bu.
2/15-6/30
*150
0
*45
Irrig.
105
41.94
0.00
173.64
0.00
7858
3
S7
Foreston
4.14
4.14
Wheat, Grain
55 bu.
9/1-4/30
*132
0
0
Irrig.
79
31.64
0.00
130.97
0.001
7858
4
S7
Foreston
3.12
3.12
Small Grain Cover
N/A
9/1-3/31
*30
0
0
lrrig.
9
3.59
0.00
11.22
0.00
7858
4
S7
Foreston
3.12
3.12
Corn, Grain
120 bu.
2/15-6/30
*150
0
*45
Irrig.
105
41.94
0.00
130.86
0.00
7858
4
S7
Foreston
3.12
3.12
Wheat, Grain
55 bu.
9/1-4/30
*132
0
0
Irrig.
79
31.64
0.00
98.70
0.00
7858
5
S7
Foreston
4.14
4.14
Small Grain Cover
N/A
9/1-3/31
*30
0
0
Irrig.
9
3.59
0.00
14.88
_
0.00
7858
5
S7
Foreston
4.14
4.14
Com, Grain
120 bu.
2/15-6/30
*150
0
*45
Irrig.
105
41.94
0.00
173.64
0.00
7858
5
S7
Foreston
4.14
4.14
Wheat, Grain
55 bu.
9/1-4/30
*132
0
0
Irrig.
69
27.56
0.00
114.10
0.00
7858
6
_ S7
Foreston
2.83
2.83
Small Grain Cover
N/A
9/1-3/31
*30
0
0
Irrig.
9
3.59
0.00
10.17
0.00
7858
6
S7
Foreston
2.83
2.83
Corn, Grain
120 bu.
2/15-6/30
*150
0
*45
Irrig.
105
41.94
0.00
118.69
0.00
7858
6
S7
Foreston
2.83
2.83
Wheat, Grain
55 bu.
9/1-4/30
*132
0
0
Irrig.
79
31.64
0.00
89.53
0.00
7858
7
S7
Foreston
4.24
4.24
Small Grain Cover
N/A
9/1-3/31
*30
0
0
lrrig.
9
3.59
0.00
15.24
0.00
7858
7
S7
Foreston
4.24
4.24
Corn, Grain
120 bu.
2/15-6/30
*150
0
*45
Irrig.
105
41.94
0.00
177.83
0.00
7858
7
S7
Foreston
4.24
4.24
Wheat, Grain
55 bu.
9/1-4/30
*132
0
0
lrrig.
79
31.64
0.00
134.14
0.00
7858
8
S7 ,Foreston
2.61
2.61
Small Grain Cover
N/A
9/1-3/31
*30
0
0
Irrig.
9
3.59
0.00
9.38
0.00
7858
8
S7
Foreston
2.6I
2.61
Corn, Grain
120 bu.
2/15-6/30
*150
0
*45
Irrig.
105
41.94
0.00
109.47
0.00
669963 Database Version 3.1
Date Printed: 6/22/2011
WUT Page Page 2 of 6

Waste Utilization Table
Year 1
Tract
7858
7858
7858
7858
Field
8
9
9
9
Source
ID
S7
S7
S7
S7
Soil Series
,Foreston
Foreston
Foreston
Foreston
Total
Acres
2.61
3.76
3.76
3.76
Use.
Acres
2.61
3.76
3.76
3.76
Wheat, Grain
Small Gram Cover
Com, Grain
Wheat, Grain
Crop
RYE
55 bu.
N/A
120 bu.
Applic.
Period
9/1-4/30
9/1-3/31
2/15-6/30
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Con
Fe.
Nutc
App
(lbs
N
*132
*30
*150
55 bu. 9/1-4/30 *132
Notes: I. In the tract column, — symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
669963 Database Version 3.1 Date Printed: 6/22/2011
im.
n•
tent
lied
/A)
0
0
Res.
(Ibs/A)
Applic.
Method
Manure
PA
NutriencA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(FiCld).
1
N
N
1000
gal/A
Tons
1000 gals
tons
0
Irrig.
79
31.64
0.00
82.57
0.00
0
Irrig.
9
3.59
0.00
13.52
0.00
*45
brig.
105
41.94
0.00
157.70
0.00
0
_
Irrig.
79
31.64
_ 0.00
118.95
0.00
Total Applied, 1000
gallons
3,594.63
Total Produced, 1000 gallons
2,269.30
Balance, 1000gallons
-1,325.34
Total Applied, tons
0.00
Total Produced, tons
Balance, tons
0.00
0.00
WUT Page Page 3 of 6

Waste Uti:
n Table ) Year 2
j
Liquid
Manure
Applied
(Field)
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nilrugen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbs/A)
liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Solid -
Manure
Applied
(Field)
-
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
4.�
7858
1
S7
Rains
3.80
3.80
Small Grain Cover
N/A
9/1-3/31
*30
0
*0
lrrig.
21
8.39
0.00
31.88
i
0.00
7858
1
S7
Rains
3.80
3.80
Wheat, Grain
55 bu.
9/1-4/30
*132
0
0
Irrig.
53
21.09
0.00
80.14
0.00
7858
1
S7
Rains
3.80
3.80
Soybeans, Manured, Double Crop
37 bu.
*4/1-9/30
*148
0
0
Irrig.
148
59.12
0.00
224.65
0.00
7858
10
S7
Rains
2.32
2.32
Small Grain Cover
N/A
9/1-3/31
*30
0
*0
lrrig.
21
8.39
0.00
19.46
0.00
7858
10
S7
Rains
2.32
2.32
Wheat, Grain
55 bu.
9/1-4/30
*132
0
0
Irrig.
53
21.09
0.00
48.93
0.00
7858
10
S7
Rains
2.32
2.32
Soybeans, Manured, Double Crop
37 bu.
*4/1-9/30
*148
0
0
Irrig.
148
59.12
0.00
137.15
0.00
7858
11
S7
Foreston
4.54
4.54
Small Grain Cover
N/A
9/1-3/31
*30
0
*0
Irrig.
21
8.39
0.00
38.08
0.00
7858
11
S7
Foreston
4.54
4.54
Wheat, Grain
55 bu.
9/1-4/30
*132
0
0
brig.
53
21.09
0.00
95.75,
0.00
7858
11
S7
Foreston
4.54
4.54
Soybeans, Manured, Double Crop
34 bu.
*4/1-9/30
*136
0
0
brig.
136
54.32
0.00
246.63
0.00
7858
12
S7
Foreston
1.60
1.60
Small Grain Cover
N/A
9/1-3/31
*30
0
*0
hrig.
21
8.39
0.00
13.42
0.00
7858
12
S7
Foreston
1.60
1.60
Wheat, Grain
55 bu.
9/1-4/30
*132
0
0
hrig.
53
21.09
0.00
33.74
0.00
7858
12
S7
Foreston
1.60
1.60
Soybeans, Manured, Double Crop
34 bu.
*4/1-9/30
*136
0
0
Irrig.
136
54.32
0.00
86.92
0.00
7858
13
S7
Foreston •
4.24
4.24
Small Grain Cover
N/A
9/1-3/31
*30
0
*0
hrig.
21
8.39
0.00
35.57
0.00
7858
13
S7
Foreston
4.24
4.24
Wheat, Grain
55 bu.
9/1-4/30
*132
0
0
Irrig.
53
21.09
0.00
89.42
0.00
7858
13
S7
Foreston
4 24
4.24
Soybeans, Manured, Double Crop
34 bu.
*4/1-9/30
*136
0
0
Irrig.
136
54.32
0.00
230.33
0.00
7858
14
S7
Foreston
1.35
1.35
Small Grain Cover
N/A
9/1-3/31
*30
0
*0
Irrig.
21
8.39
0.00
11.32
0.00
7858
14
S7
Foreston
1.35
1.35
Wheat, Grain
55 bu.
9/1-4/30
*132
0
0
Irrig_
53
21.09
0.00
28.47
0.00
7858
14
S7
Foreston
1.35
1.35
Soybeans, Manured, Double Crop
34 bu.
*4/1-9/30
*136
0
0
Irrig.
136
54.32
0.00
73.34
0.00
7858
2
S7
Rains
3.80
3.80
Small Grain Cover
N/A
9/1-3/31
*30
0
*0
!trig.
21
8.39
0.00
31.88
0.00
7858
2
S7
Rains
3.80
3.80
Wheat, Grain
55 bu.
9/1-4/30
*132
0
0
Irrig.
53
21.09
0.00
80.14
0.00
7858
2
S7
Rains
3.80
3.80
Soybeans, Manured, Double Crop
37 bu.
*4/1-9/30
*148
0
0
Irrig.
148
59.12
0.00
224.65
0.00
7858
3
S7
Foreston
4.14
4.14
Small Grain Cover
N/A
9/1-3/31
*30
0
*0
Irrig.
21
8.39
0.00
34.73
0.00
669963 Database Version 3.1
Date Printed: 6/22/2011
WUT Page Page 4 of 6

Waste Utilization Table
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
7858
3
S7
Foreston
4.14
4.14
Wheat, Grain
7858
3
S7
Foreston
4.14
4.14
Soybeans, Manured, I
7858
4
S7
Foreston
3.12
3.12
Small Grain Cover
7858
4
S7
Foreston
3.12
3.12
Wheat, Grain
7858
4
S7
Foreston
3.12
3.12
Soybeans, Manured, [
7858
5
S7
Foreston
4.14
4.14
Small Grain Cover
7858
5
S7
Foreston
4.14
4.14
Wheat, Grain
7858
5
S7
Foreston
4.14
4.14
Soybeans, Manured, r
7858
6
S7
Foreston
2.83
2.83
Small Grain Cover
7858
6
S7
Foreston
2.83
2.83
Wheat, Grain
7858 '
6
S7
Foreston
2.83
2.83
Soybeans, Manured, r
7858
7
S7
Foreston
4.24
4.24
Small Grain Cover
7858
7
S7
Foreston
4.24
4.24
Wheat, Grain
7858
7
S7
Foreston
4.24
4.24
Soybeans, Manured, C
7858
8
S7
Foreston
2.61
2.61
Small Grain Cover
7858
8
S7
Foreston
2.61
2.61
4-
Wheat, Grain
7858
8
S7
Foreston
2.61
2.61
Soybeans, Manured, D
7858
9
S7
Foreston
3.76
3.76
Small Grain Cover
7858
9
S7
Foreston
3.76
3.76
Wheat, Grain
7858
9
S7
Foreston
3.76
3.76
Soybeans, Manured, D
669963 Database Version 3.1
Year 2
Crop
ouble Crop
RYE
55 bu.
34 bu.
Applic.
Period
9/1-4/30
*4/1-9/30
Nitrogen Comm. Res.
PA Fen. (lbs/A)
Nutrient Nutrient
Req'd Applied
(lbs/A) (lbs/A)
N
*132
*136
Applic.
N N Method
0 0
O 0
lrrig.
Manure Liquid Solid
PA ManureA Manure
NutrientA pplied Applied
pplied (acre) (acre)
(lbs/A)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
53
136
1000
gal/A
21.09
54.32
Tons
0.00
0.00
1000 gals
87.31
224.90
tons
0.00
0.00
N/A
9/1-3/31
*30
0 *0
lrrig.
21
8.39
0.00
26.17
0.00
ouble Crop
55 bu.
34 bu.
N/A
9/1-4/30
*4/1-9/30
9/1-3/31
*132
*136
*30
O 0
0 0
0 *0
Irrig.
Irrig.
Irrig.
53
136
21
21.09
54.32
8.39
0.00
0.00
0.00
65.80
169.49
34.73
0.00
0.0ii
0.00
ouble Crop
55 bu.
34 bu.
9/1-4/30
*4/1-9/30
*132
*136
O 0
0 0
Irrig.
Irrig.
46
136
18.37
54.32
0.00
0.00
76.07
224.90
0.00
0.00
ouble Crop
N/A
9/1-3/31
*30
0 *0
brig.
21
8.39
0.00
23.74
0.00
55 bu.
34 bu.
N/A
9/1-4/30
*4/1-9/30
9/1-3/31
*132
*136
*30
0 0
0 0
0 *0
Irrig.
Irrig.
53
136
21
21.09
54.32
8.39
0.00
0.00
0.00
59.69
153.74
35.57
0.00
0.00
0.0
55 bu.
9/1-4/30
*132
0 0
Irrig.
53
21.09
0.00
89.42
0.00
ouble Crop
34 bu.
N/A
55 bu.
*4/1-9/30
9/1-3/31
9/1-4/30
*136
*30
*132
0 0
0 *0
0 0
Irrig.
brig.
Irrig.
136
21
53
54.32
8.39
21.09
0.00
0.00
0.00
230.33
21.89
55.05
0.0
0.00
0.00
ouble Crop
uble Crop
34 bu.
N/A
55 bu.
34 bu.
*4/1-9/30
9/1-3/31
9/1-4/30
*4/1-9/30
*136
*30
*132
*136
0 0
0 *0
0 0
0 0
Irrig.
Irrig.
brig.
-4-
Irrig.
136
21
53
136
54.32
8.39
21.09
54.32
0.00
0.00
0.00
0.00
141.79
31.54
79.30
204.26
0.00
0.00
0.00
0.00
Date Printed: 6/22/2011
WUT Page Page 5 of 6

Waste Uti. )n Table
Year 2
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Penod
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liqu•
id
Manure
Applied
(Field)
Soli&
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
Total Applied, 1000 gallons
3,932.29
Total Produced, 1000 gallons
2,269.30
Balance, 1000 gallons
-1,663.00
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
0.00
Notes: 1 In the tract column, - symbol means leased, otherwise, owned.
2. Symbol * means user entered data.
669963 Database Version 3.1 Date Printed: 6/22/2011 WUT Page 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)
7858
r
1
r
Rains
0.40
1.0
7858
10
Rains
0.40
1.0
7858
11
Foreston
0.50
1.0
7858
12
Foreston
0.50
1.0
7858
13
Foreston
0.50
1.0
7858
14
Foreston
.0.50
1.0
7858
2
Rains
0.40
1.0
7858
3
Foreston
0.50
1.0
7858
4
Foreston
0.50
1.0
7858
5
Foreston
0.50
1.0
7858
6
Foreston
0.50
1.0
7858
7
Foreston
0.50
1.0
7858
8
Foreston
0.50
1.0
7858
9
Foreston
0.50
1.0
669963 Database Version 3.1 Date Printed 6/22/2011 IAF Page Page 1 of 1
NOTE: Symbol * means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge
utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source,
the number of animals in the facility and the plant available nitrogen application rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out, this
material must be utilized for crop production and applied at agronomic rates. In most cases, the priority nutrient is nitrogen but
other nutrients including phosphorous, copper and zinc can also be limiting. Since nutrient levels are generally very high,
application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be used for
sludge application. If this is 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 concem.
Lagoon Sludf?e Nitrogen Utilization Table
Crop i
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
I 5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150
13.161 30.69
61.38
92.07
Hay 6 ton R.Y.E.
300
26.32 I 15.34
30.69
46.03
Soybean 40 bu
160
14.04 I 28.77
57.54
86.31
669963 Database Version 3.1 Date Printed: 06-22-2011 Sludge Page Page 1 of

The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available
at the end of each month of the plan. Available storage capacity is calculated as the design storage capacity in days
minus the number of days of net storage volume accumulated. The start date is a value entered by the user and is
defined as the date prior to applying nutrients to the first crop in the plan at which storage volume in the lagoon or
holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design storage
capacity of the facility. If the available storage capacity is greater than the design storage capacity, this indicates that
the plan calls for the application of nutrients that have not yet accumulated. If available storage capacity is negative,
the estimated volume of accumulated waste exceeds the design storage volume of the structure. Either of these
situations indicates that the planned application interval in the waste utilization plan is inconsistent with the
structure's temporary storage capacity.
Available Waste Storage Capacity
Source Name
Swine Feeder -Finish Lagoon Li,.uid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days) *
-
1
1
r
100
1
2
144
1
3
180
1
4
180
1
5
180
1
6
180
1
7
149
1
8
118
1
9
127
1
10
135
1
11
144
1
12
180
2
1
180
2
2
180
2
3
180
2
4
180
2
5
180
2
6
180
2
7
180
2
8
180
2
9
180
2
10
158
2
11
_
150
2
12
_
141
* Available Storage Capacity is calculated as of the end of each month.
669963 Database Version 3,1 Date Printed: 06-22-2011 Capacity Page Page 1 of 1

)
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field; •
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
7858
1
S7
Rains
3.80
3.80
Sorghum, Grain
60 CWT
3/15-8/31
*150
0
*15
brig_
135
53.93
0.00
204.91
0.00
7858
10
S7
Rains
2.32
2.32
Sorghum, Grain
60 CWT
3/15-8/31
*150
0
*15
lrrig.
135
53.93
0.00
125.11
0.00
7858
11
S7
Foreston
4.54
4.54
Sorghum, Grain
55 CWT
3/15-8/31
*138
0
*15
Irrig.
123
49.13
0.00
223.06
0.00
7858
12
S7
Foreston
1.60
1.60
Sorghum, Grain
55 CWT
3/15-8/31
*138
0
*15
Irrig.
123
49.13
0.00
78.61
0.00
7858
13
S7
Foreston
4.24
4.24
Sorghum, Grain
55 CWT
3/15-8/31
*138
0
*15
Irrig.
123
49.13
0.00
208.32
0.00
7858
14
S7
Foreston
1.35
1.35
Sorghum, Grain
55 CWT
3/15-8/31
*13g
0
*15
Irrig.
123
48.73
0.00
65.79
0.00
7858
2
S7
Rains
3.80
3.80
Sorghum, Grain
60CWT
3/15-8/31
*150
0
*15
Irrig.
135
53.93
0.00
204.91
0.00
7858
3
S7
Foreston
4.14
4.14
Sorghum, Grain
55 CWT
3/15-8/31
*138
0
*15
brig.
123
49.13
0.00
203.40
0.00
7858
4
S7
Foreston
3.12
3.12
Sorghum, Grain
55 ('WT
3/15-8/31
*138
0
*15
Irrig.
123
49.13
0.00
153.29
0.00
7858
5
S7
Foreston
4.14
4.14
Sorghum, Grain
55 CWT
3/15-8/31
*138
0
*15
Irrig.
123
49.13
0.00
203.40
0.00
7858
6
S7
Foreston
2.83
2.83
Sorghum, Grain
55 CWT
3/15-8/31
*138
0
*15
Irrig.
123
49.13
0_00
139.04
0.00
7858
7
S7
Foreston
4.24
4.24
Sorghum, Grain
55 CWT
3/15-8/31
*138
0
*15
lrrig.
123
49.13
0.00
208.32
0.00
7858
8
S7
Foreston
2.61
2.61
Sorghum, Grain
55 CWT
3/15-8/31
*138
0
*15
Irrig.
123
49.13
0.00
128.23
0.00
7858
9
S7
Foreston
3.76
3.76
Sorghum, Grain
55 CWT
3/15-8/31
*138
0
*15
Irrig.
123
49.13
0.00
184.73
0.00
Total Applied, 1000 gallons
2,331.12
Total Produced, 1000 gallons
2.269.30
Balance, 1000 gallons
-61.82
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
0.00
Notes: 1. In the tract column, -- symbol means leased, otherwise. owned.
2. Symbol * means user entered data.
Prtview- Database Version 3.1 Date Printed: 6/1/2012
W U T Page Page 3 of 5

I

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinioniof the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must bedone in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signre of Farm Own/Manager
Signature of Technical Specialist
Date
3
Date

EMERGENCY ACTION PLAN
PHONE NUMBERS.
DIVISION OF WATER QUALITY (DWQ) [phone]
EMERGENCY MANAGEMNET SERVICES (EMS) [phone]
SOIL AND WATER CONSERVATION DISTRICT (SWCD) [phone]
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) [phone]
COOPERATIVE EXTERSION SERVICE (CES) [phone]
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.
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 overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks -possible action:
a. Dig a small sump or ditch from the embankment to catch all
seepage, -put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
1

3
2. Assess the extent of the spill and note any obvious damages.
a. Did .the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
NRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize off -
site damage.
a. Contractors Name: �e4- ir,,,.e 6 Lad ,,eiru,p,,,,a„f
b. Contractors Address: /6/3 ►Vc. Nwy Lit N, Pink 14iit f NL c. Contractors Contractors Phone: ai u - ,�q�_ 3rt5
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: M.•rpiv Foots i1.1
b. Phone: Pk -.XI it
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and application
uniformity.
For the above reason, you should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at least once every
three years is recommended. Calibration involves collecting and measuring flow at
several locations in the application area. Any number of containers can be used to
collect flow and determine the application rate. Rain gauges work best because
they already have a graduated scale from which to read the application amount
without having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross-section can be used provided
the liquid collected can be easily transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. For traveling
guns, sprinklers should be located along a transect perpendicular to the direction
of pull. Set out collection containers 25 feet apart along the transect on both
sides of the gun cart. You should compute the average application rate for all
nonuniformity of the application. On a windless day, variation between containers
of more than 30 percent is cause for concern. You should contact your irrigation
dealer or technical specialist for assistance.
*Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual

9
OPERATION & MAINTENANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially
important to manage levels so that you do not have problems during extended rainy and
wet periods.
Maximum storage capacity should be available in the lagoon for periods when the
receiving 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
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.
m
Overflow frothe lagoon for any reason except a 25-year, 24-hour storm is a •violation of
state law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam.
Fescue or common bermudagrass are the most common vegetative
covers. The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-10-10, or
equivalent.
Brush and trees on the embankment must be controlled. This may be
done by mowing, spraying, grazing, chopping, or a combination of
these practices. This should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter
the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating
the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of
the lagoon and at least monthly and after major rainfall and storm events. Items to be
checked should include, as a minimum, the following:
Waste Inlet Pipes, 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 lagoons: You may need to provide a temporary fix if there is -a threat
of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps ---check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need or repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perform your pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not the time
to think about switching, repairing , or borrowing pumps. Probably, if 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
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures. The only water that should be
coming from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height

Q
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 applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.
DPP 032019
WeterQuality
rasafer oOperationsSeciiorn

3
Management:
•
Practice water conservation ---minimize building water usage and
spillage from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irrigate in the -late summer/early fall to provide maximum lagoon - -
-storage for the winter.
The lagoon liquid level should never be closer than 1 foot to the lowest
point of the dam or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions 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.
Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment.
Remove sludge from the lagoon either when the sludge storage capacity is
full or before it fills 50 percent of the permanent storage volume.
If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to eliminate the possibility of a
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:

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

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of`solids
Wush system 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
(Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive Vegetative Decaying vegetation
Growth
(.)—aintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulations of feed residues
() Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes
and feed wastage
() Eliminate low area that trap moisture along fences
and other locations where waste accumulates and
and disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
AMIC--November 11, 1996
7,2711)70,

so'
Dry Manure Handling Accumulations of animal wastes
Systems
() Remove spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
() Provide for adequate drainage around manure stockpiles.
() Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked (4-pertain to this operation. The landowner/integrator 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.
it 3 - 9-ip
(Landowner Signature)
G [a dr_ R. I c Fates,
Farm Name)
31-1G2
(Facility Number)
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
27695-7613.
"AMIC--November 11, 1996

`-' Source
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Cause
BMP's to Minimize Odor
Farmstead
Animal body surfaces
Swine production
Dirty manure -covered animals
(-legetative or wooded buffers;
(.Yf ecommended best management
� �practices;
(.YOood judgment and common sense
(4.10'ry floors
Floor surfaces
Wet manure -covered floors
Site Specific Practices
() Slotted floors;
() Waterers located over slotted floors;
(-seders at high end of solid floors;
(-I/Scrape manure buildup from floors;
() Underfloor ventilation for drying
Manure collection pits
Urine
Parital micorbial decomposition
(- requent manure removal by flush,pit
recharge,or scrape
() Underfloor ventilation
Ventilation exhaust fans
Volatile gases;
Dust
Indoor surfaces
slush tanks
Flush alleys
Dust
(n maintenance;
(4•1`fficient air movement
(-}'Washdown between groups of animals
() Feed additives;
() Feeder covers;
() Feed delivery downspout extenders to
feeder covers
Agitation of recycled lagoon
liquid whiles tanks are filling
() Flush tank covers
() Extend fill lines to near bottom of
tanks with anti -siphon vents
Agitation during wastewater
conveyanance
Pit recharge points
() Underfloor flush with underfloor
ventilation
Agitation of recycled lagoon
liquid while pits are filling
Lift stations
() Extend rechard lines to near bottom of
pits with anti -siphon vents
Agitation during sump tank filling
and drawdown
( ) Sump tank covers
Outside drain collection Agitation during wastewater
or junction boxes
conveyance
() Box ' 'vers
End of drainpipes at lagoon Agitation during wastewater
_xtend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces
Volatile gas emissions
Biological mixing
Agitation
Irrigation sprinkler nozzles High pressure agitation
Wind draft
AMOC--November 11, 1996
(.)Proper lagoon liquid capacity
(¢•dorrect lagoon startup procedures
(,),Minimum surface area -to -volume ratio
( YMinimum agitation when pumping
() Mechanical aeration
() Proven biological additives
(`)'irrigate on dry days with little or no wind
( )/Minimum recommended operation pressure
( ) Pump intake near lagoon liquid surface
() Pump from second -stage lagoon

Storage tank or basin
surface
Partial microbial decomposition
Mixing while filling
Agitation when emptying
() Bottom or midlevel loading
() Tank covers
() Basin surface mats of solids
() Proven biological additives or.oxidants
Settling basin surface
Partial micobial decomposition
Mixing while filling
Agitation when emptying
() Extend drainpipe outlets underneath liquid
level
() Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading
spreader outlets Volatile gas emissions
(Koil injection of slurry/sludges
(-)'Nash residual manure from spreader after use
() Proven biological additives or oxidants
Uncovered manure, slurry
or sludge on field surfaces
Volatile gas emissions while drying
Dead animals
Dead animal disposal
pits
Carcass decomposition
Carcass decomposition
(4 oil infection of slurry/sludges
(4 Soil incorporation within 48 hours
()'Spread in thin uniform layers for rapid drying
() Proven biological additives or oxidants
(4...roper disposition of carcasses
() Complete covering of carcasses in burial pits
() Proper location/construction of disposal pits
Incinerators
Incomplete combustion
() Secondary stack burners
Standing water around
facilities
Improper drainage
Microbial decomposition of
organic matter
Manure tracked onto public Poorly maintained access roads
.iads from farm access
Additional Information:
(-}'Grade and landscape such that water drains
away from facilities
(91arm access road maintenance
Available From:
Swine Manure Management; 0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge —Lagoon Treatment; EBAE 128-88
Swine Productioh Facility Manure Management: Underfloor Fluse--Lagoon Treatment; EBAE 129-88
Lagoon Desig and Management for Livestock•Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assuranc Program: NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
NCSU-County Extension Center
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCS U-BAE
NCSU-Swine Extension
NC Pork Produces Assoc
NCSU Agri Communications
Florida Cooperative Extension
The issues checked (`) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
(Landowner Signature)
AMOC--November 11, 1996

Operator: Glade Ridge rl County: Duplin Date: 06/15/04
Distance to nearest residence (other than owner): 0 0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
2448 head (finishing only) x 135 lbs. = 330480 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other : 0
Total Average Live Weight = 330480 lbs
2 MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 330480 lbs. ALW x Treatment Volume(CF)/lb ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 330480 cubic feet
3 STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.o cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)
Inside top width (feet)
Top of dike elevation (feet)
Bottom of lagoon elevation (feet)
Freeboard (feet)
Side slopes (inside lagoon)
Total design volume using prismoidal formula
308 0
231.0
49.5
37.5
1.0
3.0 : 1
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 302.0 225.0 11.0
AREA OF TOP
LENGTH * WIDTH =
302.0 225.0
AREA OF BOTTOM
LENGTH * WIDTH =
236.0 159.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
269,0 192.0
67950 (AREA OF TOP)
37524 (AREA OF BOTTOM)
206592 (AREA OF MIDSECTION * 4)
CU FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
67950.0 206592.0 37524.0
5 TEMPORARY STORAGE REQUIRED
1 8
Total Designed Volume Available = 572121 CU. FT
APR m32019
WaterQuality

DRAINAGE AREA;
Lagoon (top of dike)
Length * Width =
308.0 231.0 71148 0 square feet
Buildings (roof and lot water)
0.0 square feet
TOTAL DA 71148.0 square feet
Design temporary storage per:riod to b e 180 days
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb ALW 1 37
Describe this area.
Volume = 330480 lbs. ALW/135 lbs. ALW * 1.37 gal/day
Volume = 603677 gals. or 80705.5 cubic feet
5B. Volume of wash water
180 days
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system Flush systems that recirculate
the lagoon water are accounted for in 5A
Volume =
0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall
Volume = 7.0 in * DA / 12 inches per foot
Volume = 41503.0 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 44467.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A 80705 cubic feet
5B. 0 cubic feet
5C 41503 cubic feet
5D 44468 cubic feet
TOTAL 166676 cubic feet
7.0 inches

6, SUMMARY
Temporary storage period > 180
Rainfall in excess of evaporation > 7.0
25 year - 24 hour rainfall > 7,5
Freeboard > 1.0
Side slopes > 3,0
Inside top length > 308.0
Inside top width > 231,0
Top of dike elevation > 49,5
Bottom of lagoon elevation > 37.5
Total required volume > 497156
Actual design volume > 572121
Seasonal high watertable elevation (SHWT)===> 43.0
Stop pumping elev. > 45.9
Must be > or = to the SHWT elev. > 43.0
Must be > or = to min. req. treatment el.=>
Required minimum treatment volume
Volume at stop pumping elevation >
Start pumping elev. >
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 527654 cu. ft.
Volume at start pumping elevation
Required volume to be pumped
Actual volume planned to be pumped
Min. thickness of soil liner when required==>
7. DESIGNED BY:
DATE:
6-/S
PPROVED BY:
DATE:
NOTE: SEE ATTACHED W_
STE
UTI-.IZATION PLAN
/
-: , . c
COMMENTS:
43.5
330480
402933
47.8
days
inches
inches
feet
: 1
feet
feet
feet
feet
cu. ft
cu. ft.
feet
feet
feet
feet
cu. ft.
cu. ft.
feet
> 525327 cu. ft.
> 122208 cu. ft.
> 122394 cu. ft.
1.8 feet
W
w

Operator: Glade Ridge #2 County; Duplin Date: 06/15/04
Distance to nearest residence (other than owner): 0 0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
3672 head (finishing only) x 135 lbs. = 495720 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other : 0
Total Average Live Weight = 495720 lbs
2 MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 495720 lbs, ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 495720 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0,0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) 330.0
Inside top width (feet) 265,0
Top of dike elevation (feet) 52.5
Bottom of lagoon elevation (feet) 39.5
Freeboard (feet) 1.0
Side slopes (inside lagoon) 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 324.0 259 0 12,0
AREA OF TOP
LENGTH * WIDTH =
324.0 259.0
AREA OF BOTTOM
LENGTH * WIDTH =
252.0 187.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
288.0 223.0
83916 (AREA OF TOP)
47124 (AREA OF BOTTOM)
256896 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
83916.0 256896,0 47124.0
5 TEMPORARY STORAGE REQUIRED
2,0
Total Designed Volume Available = 775872 CU FT.

DRAINAGE AREA
Lagoon (top of dike)
Length * Width =
330.0 265,0 87450 0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 87450,0 square feet
Design temporary storage per:riod to b e 180 days
5A Volume of waste produced
Feces & urine production in gal./day per 135 lb ALW 1 37
Volume = 495720 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 905515 gals or 121058.2 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume =
0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall
Volume = 7.0 in * DA / 12 inches per foot
Volume = 51012.5 cubic feet
5D Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 54656.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 121058 cubic feet
5B. 0 cubic feet
5C. 51013 cubic feet
5D. 54656 cubic feet
TOTAL 226727 cubic feet
7.0 inches

6, SUMMARY
Temporary storage period > 180 days
Rainfall in excess of evaporation > 7,0 inches
25 year - 24 hour rainfall > 7.5 inches
Freeboard > 1.0 feet
Side slopes > 3.0 : 1
Inside top length > 330.0 feet
Inside top width > 265,0 feet
Top of dike elevation > 52,5 feet
Bottom of lagoon elevation > 39,5 feet
Total required volume > 722447 cu, ft.
Actual design volume > 775872 cu. ft.
Seasonal high watertable elevation (SHWT)===> 47.0 feet
Stop pumping elev. > 48.6 feet
Must be > or = to the SHWT elev. > 47.0 feet
Must be > or = to min. req. treatment el,=> 45.5 feet
Required minimum treatment volume > 495720 cu, ft.
Volume at stop pumping elevation > 546932 cu. ft
Start pumping elev. > 50,8 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 721216 cu. ft
Volume at start pumping elevation > 720430 cu. ft.
Required volume to be pumped > 172071 cu. ft.
Actual volume planned to be pumped > 173498 cu. ft.
Min. thickness of soil liner when required==> 1.9 feet
7 DESIGNED BY:
DATE.
APPROVED BY:
DATE.
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS __