820613_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: 82-0613
Certificate Of Coverage Number:
AWS820613
2.
Facility Name: Byrd Nursery
3.
Landowner's Name (same as on the Waste Management Plan):
Vir iniaS Byrd
4.
Landowner's Mailing Address: 592 Lake Artesia Rd
City: Turkey State:
NC
Zip: 28393
Telephone Number: 10-533-3796 Exi. E-mail:
5.
Facility's Physical Address: 455 Lk Artesia Rd
City: Turkey State:
NC
Zip: 28393
6.
County where Facility is located: Sampson
7.
Farm Manager's Name (if different from Landowner):
John P Byrd
g.
Farm Manager's telephone number (include area code):
910-533-3232 Ext.
9.
Integrator's Name (if there is not an Integrator, write "None"):
Murphy -Brawn LLC
10.
Operator Name (OIC):
Phone No.:
OIC #:
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 - Wean to Feeder
10,400
Operating Tunes:
Swine Cattle
Dry Poultry
4tmr T"".
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
Vya Poultry
Gilts Other
Non Laying Pullet
Other
Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
19.00
19.00
C
e jso
�� ��`��
a�
19.00
3 -5`� ua-(J�
�a��
ll�'
��U
19.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d) to the address below.
The CAAWMP must include the following components:
wT. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical sipecialist, containing:
The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
;A map of every field used for land application (for example: irrigation map)
sa 1 The soil series present on every land application field
d� The crops grown on every land application field
The Realistic Yield Expectation (RYE) for every crop shown in the WUP
The maximum PAN to be applied to every land application field
VThe waste application windows for every crop utilized in the WUP
The required NRCS Standard specifications
Site map/schematic
VEmergency Action Plan
X Insect Control Checklist with chosen best management practices noted
Odor Control Checklist with chosen best management practices noted
Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
Lagoonistorage -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]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215,6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: l iGL r Title: 0w rXer
Signature: Date:
Name:
Signature:
Name:
Signature:
Title:
Date:
Title:
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: 2019Pe rm itRe newal@ ncden r.gov
FORM: RENEWAL -STATE GENERAL 02/2019

Nutrient Management Phan For Animal Waste Udillaadka
This plan has been prepared for:
Byrd Nursery 82-613
.Toe Dan Byrd
660 Lake Artesia Ad
Turkey, NC 28393
9105333796
09-01-2005
This plan has been develowd by:
Samuel G. Warren
NRC'S
84 County Complex Rd.
Clinton, NC 28328
11151-7963
D,e c open Sigmtume
TYPe of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agm to the specHkations and the eperat& aad m&W=%ww pm.M.
established in this natricut management plan whkh lndu6n an wh d wank tttlialit phs Jb r
the tarns named abmne. I bare read and understand the Reqdred �� aayv
wastt management that am included with this plan.
0JAA
Sixat"(0112w)
Signature OOMW or prndu=) Date
T ft plan yeaeets the and spedflestlons of the I7.S: llj�=
Natural Resourms CGB" rva&m Service or the standard of practices adapted by the SO card Ruler
Conservation Commisslon.
Plan Approved By: Ic
Specialist Sigma
Da tt:
Preview Datsbew Version 3.1 Date Primed 0"1-2005 Cover Pap 1
J

Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Byrd Nursery 82-613
Joe Dan Byrd
660 Lake Artesia Rd.
Turkey, NC 28393
9105333796
09-01-2005,
This plan has been developed by:
Samuel G. Warren
NRCS
84 County Complex Rd.
Clinton, NC 28328
[phone]
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.
Signature (owner) ate
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of Agriculture -
Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water
Conservation Commission.
Plan Approved By:
Technical Specialist Signature
Preview Database Version 3.1
Date
Date Printed: 09-01-2005 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.
S5
Swine Nursery Lagooif Liquid waste generated 1,986,400 gals/year by a 10,400 animal
Swine Nursery Lagoon Liquid operation. This production facility has waste storage
capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
4575
Incorporated
7857
Injected
8653
Irrigated
4973
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
4,973
9560
-4,587
3,818,734
-1,832,334
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.
975716 Database Version 3.1 Date Printed: 09-01-2005 Source 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
Summary
Total
Useable
Leaching
Tract
Field
Acres
Acres
Index (LI)
Soil Series
Crop Sequence
RYE
10198
IA
3.50
3.50
N/A
Wagram
Cereal/Annual Rye O/S, Graze, 4/7 Harvest
*2.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
10198
113
3.20
3.20
N/A
Wagram
Cereal/Annual Rye O/S, Graze, 4/7 Harvest
*2.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
10198
1 C
2.80
2.80
N/A
Wagram
Cereal/Annual Rye O/S, Graze, 4/7 Harvest
*2.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
10198
ID
2.40
2.40
N/A
Wagram
Cereal/Annual Rye O/S, Graze, 4/7 Harvest
*2.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
10198
2
1.90
1.90
N/A
Wagram
Cereal/Annual Rye O/S, Graze, 417 Harvest
*2.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
11122
4A-E
5.00
5.00
N/A 110oldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.5 Tons
11122
4A-W
1.60
1.60
N/A
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.5 Tons
11122
4B-E
2.10
2.10
N/A
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.5 Tons
11122
4B-W
0.80
0.80
N/A
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.5 Tons
11122
4C
1.90
1.90
N/A I
Wagram
Cereal/Annual Rye O/S, Graze, 4/7 Harvest
*2.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
11122
4D
3.40
3.40
N/A
Wagram
Cereal/Annual Rye OIS, Graze, 4/7 Harvest
*2.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
11122
4E
4.00
4.00
N/A
Wagram
Cereal/Annual Rye O/S, Graze, 4/7 Harvest
*2.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
PLAN
TOTALS:
32.60
32.60
975716 Database Version 3.1 Date Printed 9/1/2005
NOTE: Symbol * means user entered data.
PCS Page Page 1 of 2
y

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
PlreClor
NORTH CARQLINA
EnvfronmeneW Quality
February 27, 2019
Virginia S Byrd
Byrd Nursery
592 Lake Artesia Rd
Turkey, NC 28393
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 https.lLft.nc.gov/about/divisions/water-resourcWwater-quality-M iog nal-operationslafo 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 you will find 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 by April 3, 2019.
Please note that —you must include one (1] toov of the Certified Animal Waste iVlanaeement flan (CAWM1P) with. the
completed and, vig_ned 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.
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Fayetteville_ Regional Office, Water Quality Regional Operations Section
Sampson County Soil and Water Conservation District
AFOG Section Central Files - AWS820613
M h -Brown LLC
North Cafomne Department of Enwonmentaa Quadaty I Divs-00 of Wester Rosoumos
D E Q 512 tt..Sehsbury St 1 1636 M&I Serwoo Center l Rae , Norge Cuolme 276599-1636
919-707 WOO

U
Potential Leacl+ing
Technical Guidance
< 2
I A- potential to contribute to soluble
None
1tutri ent leaching below the root zone.
>— 2 &
Moderate potential to contribute to soluble
Nu9 iat,t Management (590) should be planned.
<= 10
nutnenI leaching below the root zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve the soils
nutrient leaching below the root zone.
available water holding capacity and improve nutrient use efficiency should be considered.
> 10
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).
975716 Database Version 3.1 Date Printed 9/l/2005
NOTE: Symbol * means user entered data.
PCS Page Page 2 of 2
S

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
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-produ(
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 quan
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 provil
for the utilization of the manure generated by the operation.
Waste Utilization Table
Year I
Applic.
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
1000
Source
Total
Use.
Crop
RYE
Period
N
N
N
Method
N
gal/A
Tons
1000 gals
tons
Tract
Field
ID
Soil Series
Acres
Acres
10198
1A
S5
Wagram
3.50
3.50
Cereal/Annual Rye O/S, Graze, 4/7 Harvest
*2.0 Ton
10/1-3/31
*100
0
0
Irrig.
100
39.94
0.00
139.80
0.(
10198
IA
S5
Wagram
3.50
3.50
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
202
0
0
Irrig.
202
80.69
0.00
282.41
OJ
10198
1B
S5
Wagram
3.20
3.20
Cereal/Annual Rye O/S, Graze, 4/7 Harvest
*2.0 Ton
10/1-3/31
*100
0
0
Irrig.
100
39.94
0.00
127.82
0.(
10198
1B
S5
Wagram
3.20
3.20
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
202
0
0
Irrig.
202
80.69
0.00
258.20
0.(
10198
1C
S5
Wagram
2.80
2.80
Cereal/Annual Rye O/S, Graze, 4/7 Harvest
*2.0 Ton
10/1-3/31
*100
0
0
Irrig.
1 100
39.94
0.00
111.84
0.(
10198
1C
S5
Wagram
2.80
2.801
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
202
0
0
Irrig.
202
80.69
0.00
225.92
OX
10198
1D
S5
Wagram
2.40
2.40
Cereal/Annual Rye O/S, Graze, 4/7 Harvest
*2.0 Ton
10/1-3/31
*100
0
0
Irrig.
100
39.94
0.00
95.87
0'(
10198
1D
S5
Wagram
2.40
2.40
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
202
0
0
Irrig.
202
80.69
0.00
193.65
01
10198
2
S5
Wagram
1.90
1.90
Cereal/Annual Rye O/S, Graze, 4/7 Harvest
*2.0 Ton
10/1-3/31
*100
0
0
Irrig.
100
39.94
0.00
75.89
OX
10198
2
S5
Wagram
1.90
1.90
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
202
0
0
Irrig.
202
80.69
0,00
153.31
0.(
11122
4A-E
S5
Goldsboro
5.00
5.00
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
99.86
0.(
11122
4A-E
S5
Goldsboro
5.00
5,00
Hybrid Bermudagrass Pasture
6.5 Tons
3/1-9/30
L 222
0
0
Irrig.
222
88.68
0.00
443.38
OX
11122
4A-W
S5
Goldsboro
1.60
1.60
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
31.96
0.(
11122
4A-W
SS
Goldsboro
1.60
1.60
Hybrid Bermudagrass Pasture
6.5 Tons
3/1-9/30
222
0
0
Irrig.
222
88.68
0.00
141.88
0.0
11122
4B-E
S5
Goldsboro
2.10
2.10
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
41.94
0.0
11122
4B-E
SS
Goldsboro
2.10
2.10
Hybrid Bermudagrass Pasture
6.5 Tons
3/1-9/30
222
0
0
Irrig.
222
88.68
0.00
186.22
O.0
¢' WUT Page Page 1 of 2
975716 Database Version 3.1 Date Printed; 9/1/2005 g g

Waste Utilization Table
Vaar 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
Manurc
Appliec
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
11122
413-W
S5
Goldsboro
0.80
0.80
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
15.98
0--
11122
413-W
S5
Goldsboro
0.80
0.80
Hybrid Bermudagrass Pasture
6.5 Tons
3/1-9/30
222
0
0
Irrig.
2221
88.68
0.00
70.94
0:
11122
4C
S5
Wagram
1.901,1.90
Cereal/Annual Rye O/S, Graze, 4/7 Harvest
*2.0 Ton
10/1-3/31
*100
0
0
Irrig.
100
39.94
0.00
75.89
0.1
11122
4C
S5
Wagram
1.90
1.90
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
202
0
0
Irrig.
202
80.69
0.00
153.31
0!
11122
4D
S5
Wagram
3.40
3.40
Cereal/Annual Rye O/S, Graze, 4/7 Harvest
*2.0 Ton
10/1-3/31
*100
0
0
Irrig.
100
39.94
0.00
135.81
0.1
11122
4D
S5
Wagram
3.40
3.40
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
202
0
0
Irrig.
202
80.69
0.00
274.34
W
11122
4E
S5
Wagram
4.00
4.00
Cereal/Annual Rye 0/S, Graze, 4/7 Harvest
*2.0 Ton
10/1-3/31
*100
0
0
Irrig.
100
39.94
0.00
159.78
0.1
11122
4E
S5
Wagram
4.00
4.00
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
202
0
0
Irrig.
202
80.69
0.00
322.75
0.(
Total Applied, 1000 gallons
3,818.73
Total Produced, 1000 gallons
1,986.40
Balance, 1000 gallons
-1,832.33
Total Applied, tons
0.(
Total Produced, tons
0.(
Balance, tons
0.(
Notes: 1. In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
,J 975716 Database Version 3.1 Date Printed: 9/1/2005 WUT Page Page 2 of 2

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)
10198
1A
Wagram
0.60
1.0
10198
1B
lWagrarn
0.60
1.0
10198
1C
Wagram
0.60
1.0
10198
1D
Wagram
0.60
1.0
10198
2
Wagram
0.60
1.0
11122
4A-E
Goldsboro
0.50
1.0
11122
4A-W
Goldsboro
0.50
1.0
11122
4B-E
Goldsboro
0.50
1.0
11122
4B-W
Goldsboro
0.50
1.0
11122
4C
Wagram
0.60
1.0
11122
4D
Wagram
0.60
1.0
11122
4E
Wagram
0.60
1.0
975716 Database Version 3.1 Date Printed 9/1/2005 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 treaunrat and application of the effluent. At clean out, this
material must be utilized for crop production and applied at agronomic rates. In most cases, the priority nutrient is nitrogen but
other nutrients including phosphorous, copper and zinc can also be limiting. Since nutrient levels are generally very high_,
application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be used for
sludge application. If this is not possible, care should be taken not to load effluent application fields with high amounts of
copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes,
phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum
Maximum Sludge
Crop
PA-N Rate
Application Rate
Minimum Acres
Minimum Acres
Minimum Acres
lb/ac
1000 gal/ac
5 Years Accumulation
10 Years Accumulation
15 Years Accumulation
Swine Nursery
Lagoon Sludge -
Standard
Com 120 bu
150
13.16
26.47
52.94
79.41
Hay 6 ton R.Y.E.
300
26.32
13.24
26.47
39.71
Soybean 40 bu
160
14.04
24.82
49.63
74.45
------------------------------------------------
-�- -...:.w.---------------------•--•----------• �. __ _.....-._,-------- -- ._
975716 Database Version 3.1 Date Printed: 09-01-2005 Sludge Page Page 1 of
L

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 StOraRe Capacity
Source Name
I Swine Nursery Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
151
1
2
154
1
3
180
1
4
180
1
5
180
1
6
180
1
7
180
1
1
8
9
180
180
1
10
180
1
11
180
1
12
180
* Available Storage Capacity is calculated as of the end of each month.
975716 Database Version 3.1 Date Printed: 09-01-2005 Capacity Page Page 1 of 1
�a

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during operation
or land application. Any discharge of waste that reaches surface water is
prohibited.
2. There must be documentation in the design folder that the producer either owns
or has an agreement for use of adequate land on which to properly apply the
waste. If the producer does not own adequate land to properly dispose of the
waste, he/she shall provide evidence of an agreement with a landowner, who is
within a reasonable proximity, allowing him/her the use of the land for waste
application. It is the responsibility of the owner of the waste production facility to
secure an update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application, receiving
crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for
realistic crop yields based upon soil type, available moisture, historical data,
climatic conditions, and level of management, unless there are regulations that
restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Waste may be applied to land eroding at more than 5 tons per acre per year but
less than 10 tons per acre per year provided grass filter strips are installed where
runoff leaves the field (see USDA, NRCS Field Office Technical Guide Standard
393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste application.
Waste should not be applied when there is danger of drift from the land
application field.
6. When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to
conservation tilled crops or grassland, the waste may be broadcast provided the
application does not occur during a season prone to flooding (see "Weather and
Climate in North Carolina" for guidance).
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such
that runoff does not occur offsite or to surface waters and in a method which does
not cause drift from the site during application. No ponding should occur in order
to control odor and flies.
975716 Database Version 3.1 Date Printed: 9/1/2005 Specification Page 1

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.
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.
__
975716 Database Version 3.1 Date Printed: 9/1/2005 A �^ Specification Page 2

17. A protective cover of appropriate vegetation will be established on all disturbed
areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as
necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other
woody species, etc., are limited to areas where considered appropriate. Lagoon
areas should be kept mowed and accessible. Berms and structures should be
inspected regularly for evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate
the possibility of an illegal discharge, pollution, and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a
regular basis to prevent breakdowns, leaks, and spills. A regular maintenance
checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops
for direct human consumption. However, if animal waste is used on crops for
direct human consumption, it should only be applied pre -plant with no further
applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom elevations of
the temporary storage (pumping volume) of all waste treatment lagoons.
Pumping shall be managed to maintain the liquid level between the markers. A
marker will be required to mark the maximum storage volume for waste storage
ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the
rate -determining nutrient, unless other restrictions require waste to be applied
based on other nutrients, resulting in a lower application rate than a nitrogen
based rate. Zinc and copper levels in the soils shall be monitored and alternative
crop sites shall be used when these metals approach excessive levels. pH shall be
adjusted and maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste application
records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five (5)
years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
975716 Database Version 3.1 Date Printed: 9/1/2005 Specification Page 3
13

Crop Notes
The following crop note applies to field(s): 4A-E, 4A-W, 4B-E, 4B-W
Small Grain: CP, Mineral Soil, low -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.
The following crop note applies to field(s): 4A-E, 4A-W, 4B-E, 4B-W
Bermudagrass CP, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" 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 1' 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.
--------- ------ -- - ------------ .-------------- .--------- -----------------------------
975716 Database Version 3.1 Date Printed: 09-01-2005 Crop Note Page Page 1 of 3
i.-A

The following crop note applies to field(s): IA, 1B, 1C, 1D, 2, 4C, 4D, 4E
Bermudagrass: CP, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" 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 l' 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.
975716 Database Version 3.1 Date Printed: 09-01-2005 Crop Note Page Page 2 of-3
kS

The following crop note applies to field(s): 1 A, 1 B, 1 C, 1D, 2, 4C, 4D, 4E
Cereal/Annual Rye Overseeded — Grazed
CEREAL RYE
The cereal rye should be planted by October 15 to provide the best opportunity to get winter growth. The
most consistent stands are obtained from drilling rye into short (less than 3 inches tall) bermudagrass sod.
If drilling is not possible, the seeds may be broadcast on short bermuda sod followed by a light
cultivation with a disc or tillage implement. The seeding rate for broadcast planting of seeds should be
1.5 times the rate for drilled seeds. The last application of animal waste is to be applied to the bermuda
prior to August 31. An application of 50 lbs/acre of Plant Available N (PAN) may be applied between
September 15 and October 30. An additional 50 lbs.acre of PAN maybe applied in February -March. If
rye growth is harvested on time and does not significantly shade the bermuda, PAN rates for the
subsequent bermuda crop are based on realistic yields of bermuda. A harvest is required prior to heading
or April 7, which ever comes first. This is necessary to minimize the potential for shading Bermuda and
reducing its yields. The PAN rate for grazed systems with bermuda overseeded with cereal rye must be
reduced by 25%.
ANNUAL RYEGRASS
Annual ryegrass should be planted by October 15 to provide the best opportunity to get winter growth.
The most consistent stands are obtained from drilling ryegrass into short (less than 3 inches tall)
bermudagrass sod. If drilling is not possible, the seeds may be broadcast on short bermuda sod followed
by a light cultivation with a disc or tillage implement. The seeding rate for broadcast planting of seeds
should be 1.5 times the rate for drilled seeds. The last application of animal waste is to be applied to the
bermuda prior to August 31. An application of 50 lbs/acre of PAN may be applied between September
15 and October 30. An additional 50 lbs. acre of PAN may be applied in February -March. If additional
PAN is applied to the ryegrass in April -May, the PAN rate for the bermuda must be reduced by a
corresponding amount. This is necessary because ryegrass growth during April -May will reduce
bermuda yields and shorten the time bermuda can fully utilize the N. A harvest is required by heading or
April 7. whichever comes first to prevent shading of emerging bermuda during April -May period. To
favor the production of the bermuda, additional harvests of ryegrass will be required when the ryegrass
canopy reaches 12 to 15 inches height. The PAN rate for grazed systems with bermuda overseeded with
annual ryegrass must be reduced by 25%.
975716 Database Version 3.1 Date Printed: 09-01-2005 Crop Note Page Page 3 of 3
W,

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EMERGENCY ACTION PLAN'
PHONE INUMBERS
DWQ
EtiiERGENCY :yI-- AGE�NE-+-T SYSTEM
SWCD 9i d 592-
N-RCS 9i d 592-7953
T'rus plan will be imple:n—ited in the event that wastes from tour operation are leaking.
overflowing, or running off site. You should not wait until wastes reach sux�ace waters or
leave vour property to consider that you have a problem. You should make e•: ery effOn t❑
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. Stoo the release of wastes. Depending on the situation. this may or may not be
possible. Suggested responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
a. Add soil to be. —in 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 caused the runoff.
e. Evaluate the application rates for the fields wher-- runoff occurred.
C: Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to elirrunate further discharge.
d. Repair all leaks prior to restarting pumps.
D: Leakage from flush s�,stems. houses. solid separators -action include.
a. Stop recycle pump.
b. Stop irrigation pump.
c. 'Make sure no siphon occurs.
solid separators.
d. Stop all Tlox's in the house. „,ush s� stems. or

6: Contact the technical specialist who cerified the lagoon (NRCS, Consulting
Enzineer. etc.)
a. Name: W ,1t.1 +-
b. Phone:
7: Implement procedures as advised by DVvQ and technical assistance agencies to
rectifv the damage. repair the system, and reassess the;zstz management plan to
keep problems with release of wastes from happening again.
December ; ti. 1996

Insect Control Checklist for Animal Operations
Snurcc Cuusc - hMl's to Control Insects -- - Site Specific Practices -
Flush Gutters
Lagoons and fits
Excessive Vegetative
(irowth
• Accumulation of solids
TI
t Flush system is designed and operated
sufficiently to remove accumulated solids from
hers as designed.
Remove bridging of accumulated solids at
clisdlitrbe
• Gusted Solids 4"" Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more Ihan 6 -
8 inches over more than 30% of surface.
■ Decaying vegetation f9� Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
Dry Systems
�.e c-, 't- �.
v
Fcalci� • Feed Spillage (r Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
(fiClean up spillage on a routine basis (e.g., 7 - 10 �,,e�.� `.� a, �y:� �•
day interval during summer; 15-30 day interval
dtidiig winter). - 5 �' v�'.��
1`eed Storage ■ Accumulations of feed residues _ Reduce moisture accumulation within and
around inumediate perimeter of lived storage
areas by insuring drainage away lion site
and/or providing adetluate containment (e.g.,
covered bin fir brewer's grain and similar high
%�ioiN mre grain products).
Pl liisl}ect for and remove or break up acciumdated
solids in filter strips around Iced storage as
needed.

Sruirr.•
Anlrnal Ifolding Areas
Cause
• Accumulations of auiniul wastes
and feed wastage
Dry Manure Handling Accumulations of animal wastes
Sysienis
[IMPS to Control Insects
FA RI:. I---- -
.....�•••�� 'uw a,cas uiat trap moisture along
fences and other locations where waste
accumulates and disturbance by ariiiiials is
�minima�.
13 Maintain fence rows and filler strips around
animal bolding areas to minimize
acciinuilatians of wastes (i.e., inspect for and
remove or break up accumulated solids as
needed).
C7 Remove spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 clay interval
during winter) where manure is loaded for land
application or disposal.
13 Provide for adequate drainage around manure
stockpiles.
Site SL1eCifil' Pr:lrlirrc
0 Inspect for and remove or break up acclunujai ed
wastes in filter strips around stockpiles and
- - - _-- manure handling areas as needed.
For more iniorimmon contact the Cooperative Extension Service, Department of 1'sn101"ology, Box 7613, North Carolina Slate I lniversily,
Raleigh, NC, 27695-7613.
ANIII; - November 11, 1996, Page 2

ti
Swine Farm Waste Management Odor Control Checklist
-
Sit _ TM - - '--
e �IICCI�II' h1':Il'IICI'S
Source
Cause
HMIs to Mmize Or do -
Minimize
� -
famwead
Swine production
Vegetative or wooded buffers;
c-\� , • ����
L9� Recommended best management practices;
Good judgment and common sense
Animal body surfaces
0 Dirly manure -covered animals
R` pry floors
Flour sul faces
aWei Inauure-covered floors
C- Sloped floors;
ID/Waterers located over slotted floors;
Feeders at high end of solid floors;
fW'o^Scrapc manure buildup from floors;
N"-Underftoor ventilation for drying
Manure collection pill
�dk Urine; -� -�-
Cell' frequent manure removal by flush, pit recharge,
\ ,,� " 'Y- 41 1
• Pallial microbial decomposilion
or scrape;
<=�. w►�,�
N!"'Underlloor ventilation
'Ventilation eshaust f;uu Volatile gases; lu",-fan maintenance;
Dust R liflicient air movement
Indoor surfaces 8 Dust M'� Wasbdown between groups of animals;
fl�i 1'Ced additives;
Feeder coveys; A-
Porl'ced delivery downspoul exleodels to Feeder
covers
Flush lanky Agilalion of recycled lagoon pr flush tank covers;
lipoid while tanks are filling "I—Exlend fill lines to near bottom ol•tanks wish
anti -siphon vents
Flush alleys Agitation daring wastewaler Underfloor Hush with nndernoor ve lilation
conveyance
Pil lecharge points • Agilation of recycled lagoon Extend recharge lines to near bollunl of pits
liquid while pits are filling with anti -siphon vents
Lili stations 0 Al;ilalion during sump lank Q Sump lank covers
filling and drawdown
nulsille dhain collection Agilation during wastewaler Box covers
or junction boxes conveyance
AN10C - Novemher 11. 1996, Page 3

ria
Snurce
End ofdrampipes at •
lagoon
i.
IRMPs to Minimize Odor
- """"6 waJeewalul O Extend discharge point of pipes underneath
conveyance lagoon li aid I 1
ific Practices
Lagoon surfaces-8
Volatile gas emissions;
eve
q
Proper lagoon liquid capacity;
• Biological mixing;
12 Correct lagoon startup procedures;
• Agitation
CI
Minimum surface area -to -volume ratio;
CI
Minimum agitation when.pumping;
177
Mechanical aeration;
Irrigation sprinkler
high pressure agitation
Q
Proven biological additives
-- —
nozzles
Irrigate on dry days with liule or no wind; —
Wind drift
Cl
Minimum recommended operating pressure;
O
Pump intake near lagoon liquid surface;
O
Pump from second -stage lagoon
Storage tank or basin
surface
Partial microbial decomposition;
O
Bottom or midlevel loading;- — -- —
Mixing while tilling;
n
Tank covers;
• Agitation when emptying
O
Basin surface mats of solids;
Scaling l,asin surl'acc
Partial rnitirobial decomposition;
CI
Proven biological additives or oxidants
Cl
Extend drainpipe oullels underneath liquid --�� — — -- —
■ Mixing while filling;
level;
_•
Agitation when emptying
C]
Remove settled solids regularly
Manure, slurry or sludge
spreader outlets
• Agitation wile,, spreading;
f7
Soul injection of slum /stud yes �— — -
y ' b ; — — — — — —
• Volatile gas emissions
O
W I
as t residual manure from spreader after use;
O Proven biological additives or oxidants
lJncovered manure, Volatile gas emissions while O Soil injection ol'slurr /sl d � --
s urly or sludge on held
drying
J rl 6cs
sillIaces
0
Soil incorporation within 48 firs.;
0
Spread in thin uniform layers for rapid drying;
Dead animals
Carcass dccomposi{tors
El
biological additives or oxidants
, ----
Dead allimal disposal
a Carcass decompositio1l
—_
roper disposition of carcasses
pill
C7
Conytlele covering of aucasses in burial Ails;
lociucialols
O
Proper location/construction of -disposal pits
0 Incomplete coutbuslion
Cl
Secondary stack burners
AMOC' - November 11, 1996, Page 4

Source v Cause ItMPs to Minimize Odor — -
Standing water around • Improper drainage; Site Specific Practices
Grade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
Manure (racked onto Poorly maIiftained access roads Fann access road maintenance
public roads lioiu farm
access
Addilional Informalion :
Swine Manure Management ; 0200 Rtde/IIMP Packet
Swine Production Fann Potential Odor Sources and Remedies ; EBAE Pact Sheel
Swine I',oduction Facility Manure Management: Pit Recharge - Lagoon Treatment ; EBAE 128-88
Swine Prodnclion Facility Manure Management: Underfloor Flush - Lagoon Treatment ; EBAE 129-88
Lagoon Design and Management for Livestock Mantire Treatment and Storage ; EBAE 103-83
Calibration. of Manure and Wastewater Application I-quipment ; EBAIs Fact Sheet
Controlling Odors Isom Swine Buildings ; PII I-33
Environmental Assurance Program ; NPPC Manual
Oplions for Managing Odor ; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies ; PR0107, 1995 Conference Proceedings
e
Available From
NCSII, Counly Extension Center
NCSU - IIAE
NCSI I - IIAI?
NCSII - IIAI:
NCSU - HAI:
NCSII - IIAI:
NCSII - Swine Extension
NC Polk hoducers Assoc
NCSII Agri Communications
Florida Cooperalive Extension
AM()l; - November 11, 1996, 11aue 5

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.
0 F-1 Rendering at a rendering plant licensed under G.S. 106-168.7.
F] 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.
❑ D In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
❑ ❑ Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
❑ Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
■ Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
r 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.
7, - ,c
Signature of Farm Owner/Manager /Date
Signature of Technical Specialist Date

iilfn x r 0 7S
Operator : JOE= CLAN F1Y1,D County : SAMPSON Da•E:e • I I/0�_"x/91
Dist'anae to nearest residence (other than ownor>: 2000.0 feet
1. STEADY STATE LIVE: WEIGHT
0 sowz� ; (f arI- ow to f i n i s-h) x 1417 1 bs . - 0 1 bs
0 sows {far-r-ow to feeder-) x 522 Ibs. 0 Ibs
0 head (finishing only) x 135 lbs. -. 0 Ibs
0 sows (farrow -to wean) x 433 1 bs. = 0 1 bs
2600 head (wean to feeder) x 30 Ibs. 78000 Ibs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) W 78000 I b s
2. MINIMUM REQUIRED TREATMENT VOL-LIME OF LAGOON
Vo 1 ume .= 78000 Ibs. SSLW x Treatment Vo I ume (CF) /l b. SSLW
Treatment Vo I time. (CF)/1 b. SSLW= 1 CF/l b. SSLW
Vo I ume = 78000 r,ub i o f ee -L
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Vo I urne = 0.0 cubic feet ; "Ownei- requests no s I edge storages .
Sludge will be removed as needed."
4. TOTAL_ DESIGN VOLUME
Inside -top length 150.0 feet Inside top width 140.0 feet
Top of dike at elevation 48.0 feet
Freeboard ; Side sIoyes 3.0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 46.7 feet
Bottom of lagoon elevation 36.0 feet
Seasonal high ►•Miter table elevation 40.0 feet
Total design volume using prk moidal formula
SS/END1 SS/E:ND2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 142.2 132.2 10.7
AREA OF TOP
LENGTH + WIDTH
142.2 132.2 18798.8 (AREA OF TOP)
AREA OF" BOTTOM
LENGTH * W I DT14 =-
78.0 68.0 5304.0 (AREA OF BOTTOM)
ARF'A OF MIDSECTION
LENGTH WIDTH -A• 4
110.1 100.1 44084.0 (AREA OF MIDSECTION * 4)
CU . FT. = [AREA TOP I (4-kAREA MIDSECTION) + AREA BOTTOM-] DFPTi-1/6
18798.8 44084.0 53O1-1.0 1.8
VOLUME OF LAGOON AT TOTAL DESIGN l- I QU I D l._EVEL_ 121 600 CU . FT.

5. TEMPORARY :STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length'* Width
150.0 140.0 21000.0 square feet
Buildings (roof and lot water)
Length * Width
0.0 0.0 0.0 square feel:
TOTAL DA 21000.0 square feet
Design temporary storage period to'be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/1_13 SSLW 0.00136
Volume W 78000 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 19048 cubic feet
513. Volume of Mash 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 aA.
Volume = 0.0 gallons/day 4, 180 days storage/7.48 gallons
Volurne — 0,0 cubic feet per CF
0. Volume of ra i nfa l I in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 12250.0 cubic feet

U. S. DEPARTMENT OF AGPILULTURla
Soil Conearvation Service.
G9:-9Wej-4U
Rev. T/91
PLAN OF EXCAVATED WASTE STORAGE PIT
NHS': J OF DAN BYRD
county: s6URSON..
Date: 11/4/91
Address: TURKEY. NC �.,�R - -:..�
48.0
� 36.E
150" LM391a
TIDE SLOPE 3 TO 1
AVE. TOP ELEV.
YBf; 3FwT4ErM
e __ o
,.�.= —
AVE. BOTTOM ELEV. 1
78" ,LENGTH r
(See back for vratum calculatiau)
Use Hof facility:, SWINE WASTE. � r
capacity. emu. 1 � Ft3
Sail gyps® 'WAG_
Bench Mark Deaci ption 16d NAIL '" ���X .'r1�T�_�S�S+�.
ON SOUTH SIDE OF WOODL'IN .
�M ��
Bottom
Normal Liquid Level
Storage for normal Frecip.
Maximo 'Liquid Level
25 yr.. St®= Storage
Crest ESW
1Kax. Flow Dapth
Freebaird
Top of ®elm
VN' INN
Elev. 36.0
Elay.
(+)
Ft.
Elev. •
(+)
Ft.
E�®v•
4+)
Ft.
Elev. 45.0

U. S. DEPARTMENT OF AGNIILiaao' Ma Nk;— wu-4U
SajL Conservation Service Rev. 7/91
PLAN OF E CAVA7E® WAS7E S70PAGE P17
J OE DAN BYRD Date: 11 / 4/ 91
County : 5 oMPSON
Address: TURKEY. NO
1501 LENGIN
EI DE SLOPE 3 TO 1
\ 48.0 AVE. TOP ELEV.
a
36
AVE. /OT'M 1 ELEV.'
9
(See beck for Volt= ealculatims)
use of facility:, SWINE WASTE
a - -
capacity�
Gallons
Ft3
.., Soil T"ev. WORM
Bench lurk Doacript on 16d N
IL N 6, 611
ON SOUTH SIDE OF WOODLIN .
111 j '. .
Bottom
Slay. 36.0
waraal Liquid Leval
Elev.
Storage for normal Precip.
(+)
Ft.
:Maximum 'Liquid Leval
Elov. Mo
25 yr.. Mora Storage
(+) a.
Ft.
Crest ESW
Slay.
Max.Flow Depth
(+)
Ft.
Fresbcard
(+)
Ft.
Tap of Dam
El6V . •
TIE�IA
15p ,rj

35 71
Operator•:JOE DAN BYRD County: SAMPSON
Date: 08/19/93
Distance to nearest residence (other than owner>:
1000 feet
1. STEADY STATE LIVE WEIGHT
i
0 Sot -is (farrow to finish) ;{ 1417 lbs.
i
•• p
0 Sores (farrow to feeder) X 52.E lbs.
w 0
0 Head (finishing only) X 135 lbs.
= p
0 Sows (farrow to wean) X 433 lbs.
- 0
2600 Head (}Mean to feeder) X 30 lbs.
= 78000
TOTAL STEADY STATE LIVE WEIGHT (SSLW)
- 78000
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78000 lbs. SSLW X Treatment Volume CF/Ib. SSLW
Treatment Volume CF/lb. SSLW= 1.0
CF/lb. SSLW
Volume = 78000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Vo I urns - 0 cubic feet
4. TOTAL DESIGN VOLUME
Inside top: length 190 feet width
105 feet
Top of d i k at elevation 571.00 feet
Freeboard j.0,1—feet Side slopes
2.5:1(inside)
Total design lagoon liquid level at elevation
49.70 feast t
Bottom of lagoon at elevation 39.00
feet �C
Seasonal high water table elevation 45.00
feet�� r
Total design volume ume using n
g prisrnoidal formula:
SS/END1 S3/END2 SS/31DE1 SS/END2 LENGTH
WIDTH DEPTH
2.5 2.5 2.5 2.5 183.5
98.5 10.70
AREA OF TOP
LENGTH X WIDTH
184 99 18075 (Area of
Top)
AREA OF BOTTOM
LENGTH X WIDTH
130 45 5850 (Area of
Bottom)
AREA OF MIDSECTION
LENGTH X WIDTH X 4
157 72 44987 (Area of
Midsection X 4)
CU. FT. := [Area top+(4XArea. Midsection)+Area Bottom] X Depth/6
18075 44987 5850
2
VOL. OF LAGOON AT TOTAL_ DESIGN LIQUID LEVEL =
122893 CU. FT.

5. TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon <top of dike)
Length X Width
190 105 19950 Square Feet
Ru i l d i ngs (roof and lot winter)
Length X width
0 0 0 Square Feet
TOTAL DA 19950 Square Feet
Design temporary storage to I)e 180 days.
A. Volume of waste produced
Approximate daily production of manuro in CF/LB SSI_W 0.00136
Vo 1 urne = 78000 Lbs. SSL.4I X CF of waste/i b/day X 180
Vo I urne = 19094 Cubic feet
i3. Volume of wash water
Th 1 s i s the amount of f resh grater used for wash i ng f I oors or
volume of fresh hater- 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
Vo I urne =0 Cubic feet gallons per CF
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 = 11637.5 Cubic feet
I
D. Volume of 25 year - 24 hour- storm I
Volume = 7.0 inches / 12 inches per foot X DA
Volume = 11638 Cubic feet.
TOTAL REQUIRED TEMPORARY STORAGE
5A. 19094 Cubic feet
5B. 0 Cubic feet
5C. 116,38 Cubic feel:
5D. 1,1Fa8 Cubic feet
TOTAL 42369 Cubic feet

6. SUMMARY
Total required volume = 120369 Cubic feet
Total design volume +vai I .= 122893 Cubic feet
Min. regrd. trtrrint. vol. plus sludge accum.= 78000 Cu. Ft.
At elev. 46.00 F-L•; VoI= 65246 Cubic feet tend pumpir•ig>
Total design volume less 25yr-24hr storm = 111256 Cu. Ft.
At elev. 48.00 Ft; Vol- 94162 Cubic feet (start 1:1umping)
Seasonal high slater table elevation is 45.00 Feet, which must
be lower than the elevation of top of treatment volume 46.00
DESIGNED BY:
DATE:
APPROVED BY:
DATE:
NOTE: SEE: ATTACHED WASTE UTILIZATION FLAN
ADDITIONAL. NOTES:

,�cRE NC-ENG-40
a Ref. 7191
PLAN OF EXCAVATED WASTE STORAGE PIT
pL� : JOE D. BYRD
County :SAMPS ON
Address: ; RT I TURKEY., NG
2001 LE49TW'
1
0
W �./ YID SECT1011
--�� • 39.0
SIDE ELOPE �? = 40 1
51.0 AVE. TOP ELEV.
® J
1
— AVE. EOTMV ELEV. r
r
140tULrm_ 1
Mw back for voltwa calculations)
Use of facility: SWINE WASTE
Date: 5/3/93
S
capacity; Gail lops Ft3
Soil Type: WAGRAM
Bench Mark Description 16 d NAIL IN A EIGHT INGH T2,hZe
MARKED WITH MB N .
Bottom
Normal Liquid Level
Storage for normal Precip.
Maximum Liquid Level
25 yr. Storm Storage
Crest ESN
Max.Flow Depth
Freeboard
Top of Dam
T.B.M ELEV.
Elev. 39.0
Vj
Elrv. .
(+) P It r
�y�
Pt
Elegy. •
(+)
Ft.
Elev.
C+'
Ft.
+) U
Ft.I
Slay._ --�� -� L
50.0�

Operator:JOE D. BYRD County: SAMPSON Date: 04/29f93
Distance to nearest residence (other than owner>: 1000 feet
1. STEADY STATE LIVE WEIGHT
0 Sows (farrow to f i n i sh> X 1417 tbs. — 0
0 Sows (farrow to feeder) X 522 tbs. = 0
0 Head (finishing only> X 135 lbs. — 0
0 Sows (farrow to wean> X 433 l bs. — 0
2600 Head (wean to feeder) X 30 lbs. = 78000
TOTAL STEADY STATE LIVE WEIGHT (SSLW) — 78000
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78000 lbs. SSLW X Treatment Volume CF/lb. SSLW
Treatment Volume CF/lb. SSLW= 1.0 CF/lb. SSLW
Volume = 78000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
4. TOTAL DESIGN VOLUME
Inside top: length 200 feet width 100 feet
Top of dike at elevation 51.00 feet
Freeboard 1.3 feet Side slopes 2.5:1(inside>
Total design lagoon liquid level at elevation 49.70 feet
Bottom of lagoon at elevation 39.00 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
2.5 2.5 2.5 2.6 193.5 93.5 10.70
AREA OF TOW
LENGTH X WIDTH
194 94 18092 (Area of Top)
AREA OF BOTTOM
LENGTH X WIDTH =
140 40 5600 <Area of Bottom)
AREA OF MIDSECTION
LENGTH X WIDTH X 4
167 67 44522 (Area of Midsection X 4>
CU. FT. = [Area top+(4XArea Midsection)+Area Bottom] X Depth/6
18092 44522 5600 2
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 121649 CU. FT.

SEEDING RECOMMENDATIONS
AREA TO BE SEEDED: 1.5 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
12.0 LBS. HULLED BERMUDA GRASS @ 8 LBS. PER ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 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:
1500 LBS. OF 10-10-10 FERTILIZER (1000 LBS. PER ACRE)
3.0 TONS OF DOLOMITIC LIME (2 TONS PER ACRE)
150 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.

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 5.0 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 0
SEEDING DATES: MARCH 15 TO JUNE 30
40.0 LBS. HULLED BERMUDA GRASS @ 8 LBS. PER ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 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:
5000 LBS. OF 10-10-10 FERTILIZER (1000 LBS. PER ACRE)
10.0 TONS OF DOLOMITIC LIME (2 TONS PER ACRE)
500 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.

5. TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon (top of dike)
Length X Width =
200 100 20000 Square Feet
Buildings (roof and lot water)
Length X Width =
0 0 0 Square Feet
TOTAL DA 20000 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 = 78000 Lbs. SSLW X CF of waste/lb/day X 180
Volume = 19094 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 w 7.0 inches
Volume = 7.0 Inches X DA / 12 inches per foot
Volume = 11666.667 Cubic feet
D. Volume of 25 year -- 24 hour storm
Volume = 7.0 inches / 12 inches per foot X DA
Volume = 11667 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 19094 Cubic feet
513. 0 Cubic feet
5C. 11667 Cubic feet
5D. 11667 Cubic feet
TOTAL 42428 Cubic feet

ra d
190
c
NC-ENG-40
Rev. 7/9i
PLAN OF EXXIATED WASTE STORAGE Pff
k Y JOE D. BYRD Date: 5/3/93
county:SAMPSON
Address: f RT •_1 TURKEY, NC
2001
�1 $i ®E SUPE 2. e a
a ® 51.0
AVE. TOP ELEV. qty
LID 0 30Ti Oil
^� AVE. /OTMM ELEV.
��„-- 1.40+Leiicna , 1
(Us bak for vatur ratcutatiam)
Use of facility: SWINE. WASTE
Capacity: Gdilons Ft3
Soil Type: WAGRAM
Bench Mark Description 16 d NAIL IN A EIGHT INGH TiiEl&e
MARKED WITH R ON.
Bottom
Normal Liquid Level
Storage for normal Precip.
M"imum Liquid Level
25 yr. Storm storage
CrestESW
Max. Flow Depth
Freeboard
Top of Dam
T.B.M ELEV.
Elev. 39.0
(�)
Pt .
�l�v. .•
(+)
Pt.
Elev. .
(+) ��yy
��rr
4to
Slay.— I!
50.0
6-y -n�s_

3572
Operator:Joe Dan Byrd County'. Sampson
Distance to nearest residence (other than owner)-
1. STEADY STATE LIVE WEIGHT
Date: 09/13/91
1000.0 feet
0
sows
(farrow to
finish)
x
1417
lbs. -
0
lbs
0
sows
(farrow to
feeder)
x
522
lbs. -
0
lbs
0
head
(finishing
only)
XI
135
lbs. -
0
lbs
0
sows
(farrow to
wean)
x
433
lbs. =
0
lbs
2600
head
(wean to feeder)
x
30
lbs. =
78000
lbs
TOTAL
STEADY STATE
LIVE
WEIGHT
(SSLW) =
78000
lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78000 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/Ib. SSLW= 1 CF/lb. SSLW
Volume = 78000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet 9 "Owner requests no sludge storage.
Sludge will be removed as needed."
4. TOTAL DESIGN VOLUME
Inside top length 150.0
feet
Inside top
width 140.0 feet
Top of dike at elevation
50.0
feet
Freeboard /O feet ; Side
slopes
3.0 :
1 (Inside lags 0
Total design lagoon liquid
level at
elevation
48.7 feet
Bottom of lagoon elevation
38.0
feet
Seasonal high water table
elevation
44.0 feet5f9
Total design volume using
prismoidai
formula
SS/END1 SS/END2 SS/SIDE1
SS/SIDE2
LENGTH
WIDTH DEPTH
3.0 3.0 3.0
3.0
142.2
132.2 10.7
AREA OF TOP
LENGTH * WIDTH =
142.2 132.2
AREA OF BOTTOM
LENGTH * WIDTH =
78.0 68.0
18798.8 (AREA OF TOP)
5304.0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4
110.1 100.1 44084.0 (AREA OF MIDSECTION * 4)
CU. FT. = EAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
18798.8 44084.0 5304.0 1.f
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 121600 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA
Lagoon (top of dike)
Length * Width =
150.0 140.0 21000.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 21000.0 square feet
Design temporary storage period to be 180 days.
5,A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 78000 Lbs. SSLW * CF of Waste/Lb./Day 180 days
Volume = 15048 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 recirculat
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 = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 12250.0 cubic feet

5D. Volume of 25 year — 24 hour storm
Volume = 7.0 inches r 12 inches per foot * DA
Volume = 12250.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
19048
cubic
feet
5B.
0
cubic
feet
5C.
12250
cubic
feet
5D.
12250
cubic
feet
TOTAL 43548 cubic feet
6. SUMMARY
Total required volume 121548 cubic feet
Total design volume avail. 121600 cubic feet
Min. req. treatment volume plus sludge accumulation 78000 cubic f
At elev. 46.0 feet ; Volume is 76608 cubic feet (end pumping)
Total design ,vf�olume less 25yr-24hr storm is 109350 cubic feet
Y
At elev. 4 Q feet Volume is 108840 cubic feet :start pumping
Seasonal high water table elevation 44.0 feet
7. DESIGNED BY: APPROVED BY:
DATE- DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
13

U- s. DItPAg'!'=T OF ACEtCVLTUU W-M- y f
soil Conservation service 5%17
LOCATUM C004
PLAN OF ENCAVATED WASTE STOSACE POND
tAM2 Joe Dan B rd ACP DATE 9/13/91 DISTRICT Sampson
150, LENON
it DE SLOPE 3 TO 1
�i
OWE 50■0 AVE. TOP ELEV, f i
f
fO._ i
r ;0b 38. 0 aw[. #old" gyp.
1
IRai:aro Cara of top) + (area of bsctom) + (i z area wIdgaetfoni� � � Cu
Uee of facility Swine Waste
Capacity Gallons
Volume Cost -sharing
Cu. Ft.
Soil type
" M. deaeriPtioa: 16d N i1 in 15"
Sweet m tree. Tree is on f en�e an
guy. 50.00
MY
Bottom Elev.4
Normal liquid lavel Elsv.
Storage for normal pracip. (Ft) +
Maximum liquid levral Elev.
Storate for:
25 yr. freq. precip. (Ft.) + 7
Crest M glov.
stsM (f.) + _
yraboart (Ft.) +,
Top of De, &1", 50.0
Q--r N
IZ

OPERATION & MAINJ ENANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially "`
important to manage levels so :hat you do not ha,,.e problems during extenUed rainy and
wet periods.
,,max,mum storage capacity should be available in the lagoon for periods when the
receiving crop is dorman�t.(such as wintertime for bermudagrass) or when there are
erxtanded rainy spells such as the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winterlearly spring, irrigation according to
a farm waste rnanagernent plan should be done whenever the land is dry enough to
receive lagoon houid. This will make storage ;pace available in the lagoon for future we`
periods. In the late surnmeriearly fall the lagoon should be pumped down to the low
rr�arltar (see Figure -1) to allo�,v for winter s4o;aga. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as t? e weather and waste
utilization plan wilt allow it.
Waitir:g Until the lagoon has ruched its rnax imum storage capa%i;} before startling to
irrigate does not leave room for staring excess water during extended wet periods.
o e-. low from the lagoon for any reason except a 25-year, 24-hopir storm is a viol ation of
State law and subject to penalty action.
Tre routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam.
Fescue or cornmon bermudagrass are the most common vegetative
covers. The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of each
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
shoo ld be fer:i I ized with 800 pounds per acre of 10-10-10, or
equivalent.
Brush and trees on the embankment must by controlled. This may be
done by mowing, spraying, grazing, chopping, or a Combination of
these practices. THs should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: It vegetation is controlled by spraying, the herbicide rust not be allowed to enter
the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating
the waste
Maintenarce inspections of the entire lagoon should be made during the initial tilling of
she 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
overall condition of �}ipes

Lagoon surface--••Icok for:
1 undesirable Vegetative growth
floating or lodged debris
Embankment— look for. -
7 settlement, cracking, or "lug holes
sine slope stabiiiiy,slumps or bulges
3. wet or damp areas on the bask slope
•4. erosion dire to lack of vegetation or as a resit of wave action
5. rodent damage
Larger lagoons may be subject to Iiner damage ClUe to wave a� fan Caused 5v +
wirids. These wanes can erode the lagoon sidewalIs, r ' s.rong
the vvealcani,na tree lagoon dam.
A good stand of vegetation will reduce the potential carnage caused by wave action, If
wave action causes serious darrage to a lagoon sidawall, baffles irk thA'agoory may be
�'sQ1� to reduce the wave impacts. -
Any of these features could lead to erosion and weakenirr ^the
any of these reatires, you should .all an appropriate g t dam. li your lagoon has
ri.._,rexper, farni?r with des,gn and
•-O..aa- uction of waste lagoons. You may need to provide a temporary fix 'iF there i5 a threat
of a waste discharge. However, a permanent solution should be reviewed by the
tee�hnical expert. Any digging Into a lagoon dam with heavy equipment is a serious
undertaking with potentiaily serious consequences and should not tie conduc-,ed 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 r
repla,ed or repair or
cement.
NOTE: Purnpi;tig systems should be inspected' and operated frequently enough so that you
are not campleteiy "surprised" by equipment failure. You should perform your pumping
system maintenance at a time wren your lagoon is at its low level. This wilt allow same
safety time should major repairs be required. Having a nearly ful! lagoon i'I not the time
to think about switching, repair,ng , or borrowing pumps. prob�bly, if your lagoon is full,
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
pert5 or pumps.
Surface water diversion features are designed to cam al! surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and {parking lot runoff) away from your lagoon Zin.d other waste
I
reatment or stora;e 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 thw lagoon directly.
You should inspect your diversion system for the following:
1. adequate vegetation
2. diversion capacity
3•; ridge berm hR;ght

Practice water conserti,,ation—minimize building v:,atar_usa e and
Jpillagv rr0�^1 leaking watP.rer:'broken pipes and washdown through
proper maintenance and water conservation.
ivi;nimize feed wastage and spil'lag•e by keeping feeders adjusted. This
will' reduce the amount of solids entering the lagoon
Management.:
tiialn:aln lagoon liquid level be-
tweethe perrnanent=torage level and
the lull temporary s:oraQe level.
Place visible markers or stakes on the laeoon bank to show the
minimum liquid level and the•rnaximum liquid lever (Pigure 2-1).
_art irrigating at the earliest possible date in the spring based on
R!Itr IE; It requirements and sOfi moisture SO that temporary storage
wiil tie rTia`.'Im:Zed for the summer thunderstorm season. Similarly,
Mr;gate in the late si-immer/early rail to provide maximum lagoon
storage for t. a winter.
The lagoon liquid level .should never be closer than 1 foot to the lowest
point of the darn or em ankment.
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
su race and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, Fong -stemmed forage or vegetation,
molded feed, plistic syringes, or other foreign materials into the lagoon.
Frequently remove solids from catch basins at end of confine -neat houses or
wherever they are installed.
Nyiaiiltaln Strict V'egetaIC`�, rodentand Varmint control near lagoon ed-es.
Do not allow trees or large bushes to grow or, lagoon warn or embankment.
. Remove sludge from the lagoon. either when the sludge storage capacity Is
foil or berore It filis 70 percent of the permianeri`_ storage Volume.
. I animal pr•cduc'Ion is t0 be terminated, the owner is responsible for
obtaining and irnplemnenting a Closure p•an to alirninate the possibility of a
pcliutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can he redur'ed by:

proper lagoon sizing,
mechanical solids separation of flushed waste,
gravity settling of flushed waste solids in an ap.propriatery designed i;asin, or
- minimizing feed wastage and spillage.
i-ag,�)on sludge that is removed annually rather than stored long `errn wili:
have more nutrl�--nts,
have more odor, and
require more land to properly use the nutrients.
Removal techniques:
Hire a custom applicator
?Y'Iix the sludge and lagoon liquid with a chopper -agitator impeller
,pump though, large -bore spr nkler irr!c `'on system onto nearby
' i is i e i� a.� � o n ar�4'
and soil incorporate.
aewater the upper part of lagoon by irrigation onto nearby cropland or
;!or2geland; mix remaining sludge; pump into liquid sludge applicator; Ha:�!
and spread onto cropland or forageland; and soil incorporate.
Qewater the upper part of lagoon by irrigation onto nearby cropland or
rorageland; dredge sludge from lagoon with dragline or sludge barge; berm
an area beside lagoon to receive the sludge so that liquids can drain back
into lagoon; allow sludge to dewater; haul and spread with manure spreader
onto cropland or forage}and; and soil incorporate.
Regardless of the method, you mint have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and meta! values from the liquid. The application of the sludge to fields wi°i be
limited by these nutrients as well as any previous waste applications to that field and c; cp
requirement. Waste application rate, will he discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent dama-e. Close
attention by the pumper or drag -line operator will ensure that the Iagoo n liner remains
intact. F you see soil material or the synthetic liner material being d-tsturbed, you should
stop the activity immediately and not resime until you are sure that the sludge can be
removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy meta! 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. dote that if the sludge is applied to fields with very high soil -test phosphorus, it
should be applied only at rates egya! to the crop removal or phosphorus. As with other
wastes, always 'nave your lagoon sludge analyzed for its nutrient value.
Tire application of sludge will increase tl4e amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and 'other conditions which
could increase the concern of neighbors.

identified problems should be corrected promptly. It is advisable to i.-specs your system
during or immediate[), following a heavy rain. if technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lapon just prior to when rain is predicted, and then
record the level again 4 to 5 hours after the rain (assures there is no pumping). This %A,iII
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(y:)u must also be recording your rainfall for this to woriC). 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;
�I. immediately after construction establish a complete sod cover on bare soil'
surfaces to avoid erosion.
2, Fill new lagoon design treatment volume at least hat- ruil 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).
3. it is recomrneiided 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.
Maintain a periodic check on the lagoon liquid pH, if the pH falls below
7.0, add agricultural lire at the rate of 1 pound per 7300 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 far 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
oatirnum for treatment. Pit recharge systems, in which one or more buildines are drained
and recharged each day, also work well. `�

Possible Causes or 1 agoon Failure
Lagoon tai±u'es result in t,^,e iJ, I . n 0 -
Fa f ure5 f,^.y.:?�#o iE?l:a -„� a :� CII�CI?c" ? ` V1' StA��'2:F" iC fTj [ }e St"ijC. ure Types
g? t �. 1 r iiie J..:20-", °jr Sk : �; C1 e-.! 'r� ar, '3; aar.� .1:.;,Y~
.'�55L. m., •: MrJr ?," 0e5l go dirC ; "J'• -as 'ne
ensuninre 5a'e:.y. ft?mS WniC"1 may kc-=: :o .a4w-)"1 -a�i:."2: i; r�r_,
Nc� ri�a:ion of Pe wor'i lag -�. i .y�7.�:i
.aq,CCrti desl&ir bef-Ore f]icC, ' ^r -,+nr n Y i
a: ,.,i. s i Y�y.+
• _?��On (1 �lQ IF':"C—^jo } i=vc!S aic
Failureto #r,5-ecan
GXCP-SS Sur,aC: wa+e,, i nw.: r-
I ir?$r in T-:.m ir?ie' 01pe SCOL. ri,^,, damage C ac
r
remcvail,, ar rupt,ire `rom #ayer^g;agcon ; ever -ic�1,
labia. -,
NOTE: If lagoon water is allowed to Overtop the dam, the moving hate' will soon cause
gUlkes to form in the dam. Once t~1S uamaae starlSr it car, quickly cause a (arJPo G#ISCi"laf6e
of wastpawater and possible dam fai€ n-e.