540062_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
Mg'
WaterRegC�uald
iiQp°S
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: 54-0062 Certificate Of Coverage Number: AWS540062
2. Facility Name: South Pork
3. Landowner's Name (same as on the Waste Management Plan): Rodney D Smith
4. Landowner's Mailing Address: 367 Jonestown Rd
City: Pink Hill State: NC Zip: 28572-8707
Telephone Number: 252-568-3820 Ext. E-mail:
5. Facility's Physical Address: 741 Blaney Blizzard Rd
City: Deep Run State: NC Zip: 28525
6. County where Facility is located: Lenoir
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): Rodney D. Smith Sr. Phone No.: 252-521-2787 OIC #: 17302
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
Operation Types:
Swine - Feeder to Finish 2,500
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 Poultr
Gilts Other Non Laying Pullet
Other Layers

ROY COOPER
Governor
MICHAEL S. REGAN
Secrerary
LINDA CULPEPPER
Director
NORTH CAROLINA
Environmental Quality
February 27, 2019
Rodney D Smith
South Pork
367 Jonestown Rd
Pink Hill, NC 28572-8707
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 hops://deq.nc gov/about/divisions/water-resources/water-qualiiv-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, ou 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 ill coon of the Certified Animal Waste Management Plan ICAWMPI 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
Washington Regional Office, Water Quality Regional Operations Section
Lenoir County Soil and Water Conservation District
AFOG Section Central Files - AWS540062
Murphy -Brown LLC
North Calcine Department of Environmental Quality I Division of Water Resources
512 N. Salisbury St. 11636 Mail Service Center 1 Raleigh, North Carolina 276913-1636
919.707 9000

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
Q a Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
El El Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
ElEl Rendering at a rendering plant licensed under G.S. 106-168.7
ElEl Complete incineration according to 02 NCAC 52C .0102.
El El 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.
171 El 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 opiniontof the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be,done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager Date
Signature of Technical Specialist Date

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,Wnature should be by a principal executive officer of the corporation):
Name: 1'0 1 iu.1 D - Urn 14 -& I[ . Title:
Signature: bidiYkil
(. S i ( ,3►c- Date:
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

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)
NEW
9 7
GLA-`i
104,980.00
19.20
OLD
20,038.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(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
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]

Nutrient Management Plan For Animal Waste Utilization
09-20-2011
This plan has been prepared for:
South Pork Swine Farm
Rodney Smith
367 Jonestown Rd
Pink Hill, NC 28572
252-568-4705
This plan has been developed by:
David Anderson
Lenoir Soil & Water
2026Hwy 11/55
Kinston, NC 28504
252-. 23-7010
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 far+1 n. ed above. I have read and understand the__ Required Specifications concerning animal
was - ma . - geinent that are • 1 In • �:f: th this plan.
/�.k F
Signature (own r)
Signan:+_: (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.
9-2-o - l/
Date
Plan Approved By:
r rye n-J 9-Zo - 2oii
Technical Specialist Signature Date
970525 Database Version 3.1 Date Printed: 09-20-2011 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
Broadcast
Incorporated
Injected
Irrigated
Year 1
Year 2
Swine Feeder -Finish Lagoon Liquid waste generated 2,317,500 gals/year by a 2,500
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Max. Avail.
PAN (lbs) *
5,575
5,583
Actual PAN
Applied (lbs)
6812
6533
5338
9167
10095
5802
PAN Surplus/
Deficit (lbs)
-1,237
-950
Actual Volume
Applied (Gallons)
2,854,340
2,729,852
Volume Surplus/
Deficit (Gallons)
-536,840
-412,352
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.
870165 Database Version 3.1 Date Printed: 09-28-2011 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.
r
Planned Crops Summary
Tract
1997
2820
2820
2820
Field
1
1
2
3
Total
Acres
17.28
5.40
4.00
2.20
Useable
Acres
13.00
5.40
4.00
2.20
PLAN TOTALS: 28.88 24.60
Leaching
Index (LI)
N/A
N/A
N/A
N/A
i
Soil Series
Lynchburg
Norfolk
Norfolk
Norfolk
Crop Sequence
Wheat, Grain
Soybeans, Manured, Double Crop
Wheat, Grain
Corn, Grain
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Wheat, Grain
Soybeans, Manured, Double Crop
Wheat, Grain
Com, Grain
RYE
55 bu.
39 bu.
55 bu.
125 bu.
6.5 Tons
1.0 Tons
6.5 Tons
6.5 Tons
1.0 Tons
6.5 Tons
60 bu.
35 bu.
60 bu.
115 bu.4
<2
>= 2 &
<= 10
> 10
870165
Potential Leaching
Low potential to contribute to soluble
nutrient leaching below the root zone.
Moderate potential to contribute to soluble
nutrient leaching below the root zone.
High potential to contribute to soluble
nutrient leaching below the root zone.
Database Version 3.1
Technical Guidance
None
Nutrient Management (590) should be planned.
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 -Tenn
No -Till (778), and edge -of -field practices such as Filter Strips (393) and Riparian Forest Buffers
(391).
\PR 10 2019
Date Printed 9/28/2011
NOTE: Symbol * means user entered data.
PCS Page Page 1 of 1

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland needed to use
the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements, and proper timing of applications to
maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other by-products,
commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the indicated quantity
of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides
for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Tract
1997
1997
1997
2820
2820
2820
2820
2820
2820
2820
Field
1
1
1
2
2
3
3
3
Source
ID
S7
S7
S7
S7
S7
S7
S7
S7
S7
S7
Soil Series
Lynchburg
Lynchburg
Lynchburg
Norfolk
Norfolk
Norfolk
Norfolk
Norfolk
Norfolk
Norfolk
Total
Acres
17.28
17.28
17.28
5.40
5.40
4.00
4.00
2.20
2.20
2.20
Use.
Acres
13.00
13.00
13.00
5.40
5.40
4.00
4.00
2.20
2.20
2.20
Crop
Wheat, Grain
Soybeans, Manured, Double Crop
Wheat, Grain
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
Wheat, Grain
Soybeans, Manured, Double Crop
Wheat, Grain
RYE
55 bu.
39 bu.
55 bu.
6.5 Tons
1.0 Tons
6.5 Tons
1.0 Tons
60 bu.
35 bu.
60 bu.
Applic.
Period
9/1-4/30
4/1-9/15
9/1-4/30
3/1-9/30
10/1-3/31
3/1-9/30
10/1-3/31
9/1-4/30
4/1-9/15
9/1-4/30
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fen.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
106
151
1[06
296
50
296
50
125
137
125
0
0
0
0
0
0
0
0
0
0
0
0
20
0
0
0
0
0
0
20
Applic.
Method
Broad.
Broad.
Broad.
Irrig.
Irrig.
Irrig.
Irrig.
Broad.
Broad.
Broad.
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
1000
gal/A
Tons
1000 gals
tons
80
34.52
0.00_
448.72
0.00
151
65.56
0.0(
852.29
0.00
22
9.33
0.00
121.35
0.00
296
118.24
0.00
638.47
0.00
20
7.99
0.00
43.14
0.00
296
118.24
0.00
472.94
0.00
20
7.99
0.00
31.96
0.00
94
40.70
0.00
89.55_
0.00
137
59.48
0.00
130.86
0.00
26
11.40
0.00
25.07
0.00
Total Applied, 1000 gallons
2,854,34
Total Produced, 1000 gallons
2,317.50
Balance, 1000 gallons
-536.84
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.
870165 Database Version 3.1 Date Printed: 9/28/2011 WUT Page Page 1 of 2

Waste Ut( :ion Table Year 2
Tract
1997
1997
1997
2820
2820
2820
2820
2820
2820
2820
Source
Field ID
1
1
1
1
2
2
3
3
3
S7
S7
S7
S7
S7
S7
S7
S7
S7
S7
Soil Series
Lynchburg
Lynchburg
Lynchburg
Norfolk
Norfolk
Norfolk
Norfolk
Norfolk
Norfolk
Norfolk
Total
Acres
17.28
17.28
17.28
5.40
5.40
4.00
4.00
2.20
2.20
2.20
Use.
Acres
13.00
13.00
13.00
5.40
5.40
4.00
4.00
2.20
Crop
Wheat, Grain
Wheat, Grain
Corn, Grain
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Wheat, Grain
2.20 Wheat, Grain
2.20
Corn, Grain
RYE
55 bu.
55 bu.
125 bu.
1.0 Tons
6.5 Tons
1.0 Tons
6.5 Tons
60 bu.
60 bu.
115 bu.
Applic.
Period
9/1-4/30
9/1-4/30
2/15-6/30
10/1-3/31
3/1-9/30
10/1-3/31
3/1-9/30
9/1-4/30
9/1-4/30
2/15-6/30
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Pert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
106
106
135
50
296
50
296
125
125
131
N
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Applic.
Method
Broad.
Broad.
Broad.
Lrrig.
Lrrig.
Lrrig.
Lrrig.
Broad.
Broad.
Broad.
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
1000
gal/A
Tons
1000 gals
tons
27
11.51
0.00
149.57
0.00
65
28.00
0.00
364.06
0.00
135
58.61
0.110
761.98
0.00
30
11.98
0.00
64.71
0.00
296
118.24
0.00
638.47
0.00
30
11.98
0.00
47.93
0.00
296
118.24
0.00
472.94
0.00
31
13.57
0.00
29.85
0.00
79
34.19
0.00
75.22
0.00
131
56.88
0.00
125.13
0.00
Total Applied, 1000 gallons
2,729 85
Total Produced, 1000 gallons
2,3I7 50
Balance, 1000 gallons
-412.3 5
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.
870165 Database Version 3.1 Date Printed: 9/28/2011 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)
2820
1
Norfolk
0.50
1.0
2820
2
Norfolk
0.50
1.0
870165 Database Version 3.1 Date Printed 9/28/2011 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 concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Com 120 bu
150
13.16
31.34
62.687
94.02
Hay 6 ton R.Y.E.
300
26.32
15.67
31.34
47.01
Soybean 40 bu
160
14.04
29.38
58.76
88.15
870165
Database Version 3.1
Date Printed: 09-28-2011
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.
vailable Waste Storaie Capaciry
Source Name
Swine Feeder -Finish Lkoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
•
Plan Year
Month
Available Storage Capacity (Days) *
1 v
1
84
1
2
84
1
3
81
1
4
86
1
5
129
1
6
173
1
7
180
1
8
180
1
9
150
1
10
119
1
11
95
1
12
93
2
1
91
2
2
92
2
3
125
2
4
165
2
5
180
2
6
180
2
7
180
2
8
180
2
9
150
2
10
119
2
11
89
2
12
86
* Available Storage Capacity is calculated as of the end of each month.
870165 Database Version 3.1 Date Printed: 09-28-2011 Capacity Page Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during operation
or land application. Any discharge of waste that reaches surface water is
prohibited.
2. There must be documentation in the design folder that the producer either owns
or has an agreement for use of adequate land on which to properly apply the
waste. If the producer does not own adequate land to properly dispose of the
waste, 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.
870165 Database Version 3.1 Date Printed: 9/28/2011 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.
870165 Database Version 3.1 Date Printed: 9/28/2011 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.
870165 Database Version 3.1 Date Printed: 9/28/2011 Specification Page 3

Crop Notes
The following crop note applies to field(s): 1
Corn 1: CP, Mineral Soil, low -leachable
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 3
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
I;iF.C. a a
APR 10 2019
"daterQuality
i vis aacuan
870165 Database Version 3.1 Date Printed: 09-28-2011 Crop Note Page Page 1 of 4

The following crop note applies to field(s): 1, 2
Bermudagrass Coastal Plain, 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 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.
The following crop note applies to field(s): 1, 2
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
870165 Database Version 3.1 Date Printed: 09-28-2011 Crop Note Page Page 2 of 4

The following crop note applies to field(s): 1
Wheat: Coastal Plain, Mineral Soil, low -leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting
no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N
should be applied during the months of February -March. The total N is dependent on the soil type. Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely
management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): 3
Wheat: Coastal Plain, Mineral Soil, medium leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting
no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test report can also be applied at this time. The remaining
N should be applied during the months of February -March. The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): 1
Double -Crop Soybeans, Coastal Plain: Mineral Soil, low -leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
870165 Database Version 3.1 Date Printed: 09-28-2011 Crop Note Page Page 3 of 4

The following crop note applies to field(s): 3
Double -Crop Soybeans, Coastal Plain: Mineral soil, medium leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
870165 Database Version ; .1 Date Printed: 09-28-2011 Crop Note Page Page 4 of 4

Wetland Dol onnInallon Ida rat
Total' Cropland Acres
13,1

LENO1( County FSA
Ftrltl 513 Tract 1997
f+1'
Wetland Determination Id Aers fti.clAhner Wetiwie Idanhders do rot ropre:aol the size. shepo,
• Rsstricted Use or speolar dote::n)nation of Mu tree. Rotor to yu lr edpmei
detsrminebon (CPA.023 and iiteCh d maps) for exact wetland
V Limited Reotncpone boundaries and dotarminabons. or comet NRC5.
Nervation Comc11 )Creel:{
,..d
A.zLu7 PoCr;F- L:Lle RL�f
Total Cropland Acres
17.3

THIS DESIGN IS FOR A SINGLE STAGE SWINE LAGOON
CLIENTS NAME >
COUNTY -- ->
TODAYS DATE >
SITING LAW DISTANCES OKAY (YES OR NO) _>
NUMBER OF PIGS WEANLING TO FEEDER >
NUMBER OF PIGS FEEDER TO FINISH >
NUMBER OF SOWS FARROW TO WEANLING >
NUMBER OF SOWS FARROW TO FEEDER >
NUMBER OF SOWS FARROW TO FINISH
NUMBER OF DEVELOPING GILTS
NUMBER OF STUD BOARS OR GESTATING SOWS >
NUMBER OF YEARS OF SLUDGE ACCUMULATION >
(5 year minimum unless retrofit)
TOP LENGTH AT NORMAL WATER LEVEL >
'i7OP WIDTH AT NORMAL WATER LEVEL >
NORMAL WATER LEVEL ELEVATION
SEASONAL HIGH WATER TABLE ELEVATION
LAGOON BOTTOM ELEVATION
Depth of Permanent Water 6.8
(minimum depth including sludge = 6 feet)
(maximum depth of sludge = 2 feet)
SIDE SLOPES >
__=>
DEMPSEY NOBLE
LENOIR COUNTY
MARCH 6, 1997
Yes
0
1250
0
0
0
0
0
5
Permanent Volume Required
Permanent Volume Provided
210937.5
226435.1
ADDITIONAL DA W/0 EVAP. (VEGETATED) ===>
ADDITIONAL DA W/0 EVAP. (NON-VEGET.) ==>
(i.e. feedlot & non -diverted area)
ADDITIONAL D. A. WITH EVAPORATION ------>
(i.e. pumpout pond)
LENGTH OF PUMPING CYCLE >
GALLONS OF FRESH WATER ADDED DAILY ====>
NORMAL RAINFALL FOR PUMPING CYCLE >
PERCENT RUNOFF ON VEGETATED AREAS >
PERCENT RUNOFF ON NON -VEGETATED AREAS =>
NORMAL EVAPORATION FOR PUMPING CYCLE _=>
25YR/24HR STORM RAINFALL >
RUNOFF DEPTH FROM VEGETATED AREAS >
RUNOFF DEPTH FROM NON -VEGETATED AREAS =>
INCLUDE HEAVY RAIN (YES=1, NO=0) >
aF-•REEbOARD >
ESTIMATED TOP OF DAM ELEVATION >
Temporary Storage Volume Needed 149260.2
Temporary Storage Volume Provided 149847.8
300.0 FEET
139.0 FEET
43.8 FEET
43.8 FEET
37.0 FEET
feet
3.0:1
cubic feet
cubic feet
O SQUARE FEET
10486 SQUARE FEET
O SQUARE FEET
180 DAYS
O GALLONS
21.1 INCHES
30 PERCENT
65 PERCENT
13.0 INCHES
7.2 INCHES
0.0 INCHES
0.0 INCHES
O (NUMBER ONLY)
1.0 FEET
48.0 FEET
cubic feet
cubic feet
Top of Dam Elevation = 48.0 feet
Inside Dimensions of Lagoon at Top of Dam
Length = 325.5 feet Width = 164.5 feet
ESTIMATED DEPTH TO PUMP =
Volume To Be Pumped =
Volume for Estimated Depth =
Begin Pumping Elevation =
Stop Pumping Elevation =
117133
117534
46.4
43.8
2.6 FEET
cubic feet
cubic feet
feet
feet

1. STEADY STATE LIVE WEIGHT
O head weanling to feeder x 30 lbs. = 0 1
1250 head feeder to finishing x 135 lbs. = 168750 1 s
O sows farrow to weanling x 433 lbs. = 0 l s
O sows farrow to feeder x 522 lbs. = 0 lbs
O sows farrow to finish x 1417 lbs. = 0 1 s
O developing gilts x 150 lbs. = 0 l s
O stud boars or gestating sows = 0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 168750
2. SLUDGE ACCUMULATION
F:.
Sludge accumulates at varying rates.
O pounds weanling to feeder x 0.25 =
168750 pounds feeder to finishing x 0.25 =
O pounds farrow to weanling x 0.17 =
O pounds farrow to feeder x 0.17 =
O pounds farrow to finish x 0.25 =
O pounds of developing gilts x 0.25 =
O lbs. of boar studs or gest. sows * 0.125=
TOTAL SLUDGE ACCUMULATION
O cii. ft.
42187.5 c . ft.
O c . ft.
O cih. ft.
O c ft.
O c . ft.
O c . ft.
= 42188 cth, ft.
3. REQUIRED LIQUID VOLUME OF LAGOON
Design Treatment Volume varies by animal type.
O pounds weanling to feeder x 1.0 = 0
168750 pounds feeder to finishing x 1.0 = 168750
O pounds farrow to weanling x 0.67 = 0
O pounds farrow to feeder x 0.67 = 0
O pounds farrow to finish x 1.0 = 0
O pounds of developing gilts x 1.0 = 0
0 lbs. of boar studs or gest. sows * 1 = 0
clL
ck
cu'
c
c
c•
c1I
• ft.
▪ ft.
ft.
ft.
. ft.
. ft.
. ft.
TOTAL LIQUID VOLUME REQUIRED FOR LAGOON = 168750 c . ft.
TOTAL VOLUME FOR TREATMENT AND SLUDGE = 210937.5 c . ft.
4. NORMAL LAGOON LIQUID LEVEL
Maintain normal lagoon liquid level at elevation 43.8 f
Construct lagoon bottom elevation 37.0 feet
Lagoon size for normal lagoon liquid volume using prismod
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 DEPTH
3.0 3.0 3.0 3.0 6.8
F>
AREA OF TOP
LENGTH *WIDTH =
300.0 139.0 41700.0 (AREA OF TOP)
AREA OF BOTTOM
Lb * Wb =
259.2 98.2 25453.4 (AREA OF BOTTOM)
AREA OF MIDSECTION
(Lm * Wm)
279.6 118.6 33160.6 (AREA OF MIDSECTION)
et
4al formula

}
5. DAM
CU. YD. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM]
41700.0 132642.2 25453.4
DEPTH/6
1.133
VOLUME OF LAGOON AT NORMAL LAGOON LIQUID LEVEL =26435.1 cp. FT.
VOLUME NEEDED = 210937.5 CU. FT.
THE SURFACE DIMENSIONS OF THE LAGOON AT NORMAL LIQUID LEVEL
ARE 300.0 FEET LONG BY 139.0 FEET WIDE
Place spoil as a continuous
6. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dam)
Length * Width
325.5 164.5
Additional Drainage Area
Vegetated
Non -Vegetated
dam to elevation 48.0 f?et.
53545 square feet
Without Evaporation
O square feet
10486 square feet
Additional Drainage Area With Evaporation
O square feet
64031 square feet
180 days.
TOTAL DA
Pumping cycle to be
6A Volume of waste produced
O head weanling to feeder x 0.5 gals/day
1250 head feeder to finishing x 2.3 gals/day
O sows farrow to weanling x 7.2 gals/day
O sows farrow to feeder x 8.0 gals/day
O sows farrow to finish x 23.0 gals/day
O developing gilts x 2.5 gals/day
O stud boars or gest. sows x 6.7 gals/day
TOTAL VOLUME OF WASTE
Volume = 2875 gals/day *
cycle divided by 7.48 gallons per cu. ft.
Volume = 69184.5 cubic feet
0
2875
0
0
D
0
0
2875
180 days in the
6B. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by
amount.
Excess rainfall (difference) = 8.1 inches
Volume = Volume from lagoon + volume from feedlots, etc
Volume = 47948.8 cubic feet
gils/day
g41s/day
g4ls/day
gals/day
g`1s/day
g is/day
gffls/day
gals/day
pimping
irgest
1volume from

6C. Volume of fresh water added
This is the amount of fresh water used for washing floorslor
volume of fresh water used for a flush system. Flush systems
that recycle the lagoon water are accounted for in 6A.
Volume = 0 gallons/day * 180 days in pumping
cycle divided by 7.48 gallons per cu. ft.
Volume = 0 cubic feet
Volume of 25 year - 24 hour storm
Volume = Volume from lagoon + volume from feedlots, etc + volume from
Volume = 32126.8 cubic feet
6E. Volume of "Heavy Rain"
Volume = Volume from lagoon + volume from feedlots, etc + volume from
Volume = 0.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
6A. 69184.5 cubic
6B. 47948.8 cubic
6C. 0.0 cubic
6D. 32126.8 cubic
6E. 0.0 cubic
feet of waste
feet of excess r infall
feet of fresh wa h water
feet of 25yr-24ht storm wate
feet of heavy rainfall
TOTAL TEMPORARY STORAGE 149260.2 cubic feet
7. DEPTH OF STORAGE REQUIRED (ABOVE NORMAL LIQUID ELEVATION OF
b>
VOLUME OF TEMPORARY
AREA OF BOTTOM =
AREA OF TOP =
AREA OF MID -SECTION
VOLUME PROVIDED =
STORAGE WHEN
41700.
50640.
46075.
149847
TOP OF DAM IS
0 sq. ft.
8 sq. ft.
3 sq. ft.
.8 cubic feet
GOON)
48.0 FEET ELEV.
THE DIMENSIONS OF THE INSIDE EDGE OF THE DAM AT ELEVATION
ARE 325.5 FEET BY 164.5 FEET
8. SET BEGIN PUMPING ELEVATION
PUMPED STORAGE VOLUME
6A.
6B.
6C.
TOTAL PUMPED VOLUME
VOLUME AT ESTIMATED
AREA OF BOTTOM =
AREA OF TOP =
AREA OF MID -SECTION
VOLUME PROVIDED =
DESIGNED BY:
DATE:
69184.5
47948.8
0.0
cubic feet of
cubic feet of
cubic feet of
117133.3 cubic feet
PUMPING DEPTH
41700.0
48791.8
45185.0
117533.8
sq. ft.
sq. ft.
sq. ft.
cubic feet
APPROVED BY:
DATE:
48.0 FT.
waste
excess r infall
fresh wa h water

$C$ . Az.. A
LAGOON SUMMARY SHEET & TYPICAL CROSS-SECTION
SINGLE STAGE LAGOON
Settled Top. of Dam: 48.
Top Width
Natural Ground Elev.
lCut-off Trench
Width depends on equipment
Start
Construe Top of Dam
Fill Yardage:130. 7
Depth dete fined by
SCS on sit
land application Stop land application
elev. �,. 4 - elev. 4z3. S
Bent Temporary Storage Volume /49, f4?s cu. ft.
Support
3
Treatment Volume. ukcoas cu. ft.
Top of sludge elev.
Sludge Volume
Bottom elev. 374
/
Lagoon size (inside top) : Length:3LS 5 Width !6a. 5 Cu. Yds. Exca r. 7/0?
1
3
Bench Mark Description: Corner coon.** as Lle.u. 53.00
See S;-Q MAT der. (araICAn
Elevation: c, ..(
General Information
Engineering Job Class:
Hazard Class: A
Animal Type: .5.;LasidiL
Type Operation: ��:ae► 4 p: n i sh
Number of Animals: J2.56
MOTE: If construction is not started
Within one year, this plan is not valid
until a re-evaluation of the design and
flood plain safety hazards are made.
Lagoon for Animal Waste
A 44 p 5 e. y &e'. / _S Farm
L.En01/7 County
ADC- State
U. S. Department of Agriculture
Soil Conservation Seitvice
Designed by:
Approved by:
Title:
Date:

North Carolina Agricultural Extension Service
Agri -Waste Management
Biological and Agricultural Engineering_ North Carolina University
LIVESTOCK WASTE SAMPLING, ANALYSIS AND CALCULATION
OF LAND APPLICATION RATES
James C. Barker
I SAMPLE COLLECTION
A. Semi -Solid Lot Manure
i. Scraped directly from lot into spreader
a. From loaded spreader, collect about 2 lbs of
manure from different locations using nonmetallic
collectors.
ii. From storage
a. Collect about 2 lbs of manure from under the sarface
crust avoiding bedding materials and using nonmetallic
collectors.
B. Liquid Manure Slurry
" s
i. Under -slotted -floor pit
a. Extend a 1/2" nonmetallic conduit open on both
ends into manure to pit floor.
b. Seal upper end of conduit (e.g., by placing a.
thumb over end of conduit) trapping manure that
has entered lower end, remove and empty slurry
into plastic bucket or nonmetallic container.
c. Take subsamples from 5 or more locations or at
least 1 quart.
d. Mix and add about 3/4 pint to nonmetallic sampe
container.
ii. Exterior storage basin or tank
a. Make sure manure has been well mixed with a li id
manure chopper -agitator pump or propeller agittor.
b. Take subsample from about 5 pit locations, fro
agitator pump or from manure spreader and plac in a
plastic bucket.
*Professor and Extension Specialist, Biological and Agricultural
Engineering Department, North Carolina State University, Raleigh,NC

Attachment 6
Page 2 of 3
c. Mix and add 3/4 pint to a nonmetallic sample container.
C. Lagoon Liquid
i. Collect about 3/4 pint of recycled lagoon liquid frDm inflow
pipe to flush tanks in a nonmetallic sample contain r.
ii. From Lagoon
a. Place a small bottle (1/2 pint or less) on end of
10-15' pole.
b. Extend bottle 10-15' away from bank edge.
c. Brush away floating scum or debris.
d. Submerge bottle with 1' of liquid surface.
e. Empty into a plastic bucket, repeat about 5 ti es
around lagoon, mix and add 3/4 pint to nonmetallic
sample container.
D. Broiler or Turkey Litter
i. House Litter
a. Visually inspect litter for areas of varying quality
e.g., areas around feeders and waterers, and a timate
percent of floor surface in each area.
b. Take about 5 litter subsamples at locations
proportionate to item a. E.g., if 20% of litt
of similar visual quality is around feeders an
waters, take 1 subsample there and the other 4
subsamples from remainder of floor surface.
c. At each location, collect litter from a 6" by "
area down to earth floor and place in a plasti bucket.
d. After 5 subsamples have been added to the bucket, mix
and add about 2-3 lbs litter to a nonmetallic ample
container such as a 1-gallon freezer bag and s al.
ii. From Stockpile
a. Take subsamples from about 5 locations at leas 18"
into pile.
b. Mix, add 2-3 lbs to nonmetallic sample container and
seal.
II. SAMPLE PREPARATION AND TRANSFER
F>
A. Place sample into an expandable container that can be sealed.
residues from container with clean water but do not use
disinfectants, soaps or treat in any other way.

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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 Iater 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.
ling until the lagoon has reached its maximum storage capacity before starting to
.gate does not leave room for storing excess water during extended wet.periods..
eerflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of
ate -law and subject to penalty action.
autine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam.
Fescue or common berinudagrass 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.
;may of these features could lead to erosion and weakening of the dam. If your lagoon has
=of.these features, you should call an appropriate expert familiar with design and
Instruction of waste lagoons. You may need to provide a temporary fix if there is a threat
iota waste discharge. However, a permanent solution should be reviewed by the
`echiical expert. Any digging into a lagoon dam with heavy equipment is a serious
.:nddertaking 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 1
3. ridge berm height
APR 10 2019
"Iro'e9►o�ai rQueiity

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
deterinine 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.
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.
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.

Practice water conservation ---minimize building water usage and
spillage from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Management:
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and themaximum 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:

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

Possible Causes of Lagoon Failure
.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 rupturefrom lowering lagoon liquid level below groundwater
table.
t" ' QTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
lies to form in the dam. Once this damage starts, it can quickly cause a large discharge
fwastewater and possible dam failure.

•
EMERGENCY ACTION PLAT •
PzONE.'vtTIvBE S
DwQ 6qI
Mil:E . CY mA AC-E T SYSTEM 91 I
SWCD 9r9 qq: 2731
NRCS fig * 273J
-717 s plan will be implemented in the event that wastes from your operation are Iw-1 is
ave. awinc, or running eft site. You should not wait =1 wastes reach suthce water or leave
yoiir property to consider that you have a problem. You should make every effort to ensure that
this does not happen. Tnis el ,
fael t r The following are some aeon items you should take.
I_ Stop the release of wales. Depending on the sitz:ation, this may or may not be possible.
Suzged responses to some possole problems are filed below.
A Lagoon aver&w—poss;ole solutions are:
a. Add soil to berm to increase elevon of darn.
b. Pump waste to few at an acceptable rate.
c. Stop ail flows to the lagoon in- nediateiy.
d. Call a pumping contactor.
e. Make sure no surface water is ter fine lagoon.
B. Runoff 'from waste application field -aeons include:
a. Irtnnediately stop waste ap plicaon.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runof
d. Evaluate and elimiaa±e the re .wn(s) that caused the runoff~
e. Evaluate the appl on 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 ears J t,- fisher discharge.
d. Repair all leaks pror to rest:r±g pumps.

D. Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pomp.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all Iea_ics prior to restarting pumps.
E. Leakage from base or sidewal of lagoon. Often this is seepage as opposed to flowing
leaks-possrale ao-San_
a. Dig a small weld or ditch to catch all seepage, put in a submersible pump, and pump
back to lagoon.
b. Wholes are caused by burrowing animals, trap or remove animals and fiII holes and
compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon bottom as soon
as possible.
2. Assess the, extent of the spill and note any obvious damages.
a. Did the waste reach any surface ce waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fsh kills, or property damage?
d. Did the spoil 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 wets in daziser (either on or off of the property)?
h. How much reached surface waters?
3. Contact. appropriate agencies.
a. During normal business hours, call your D WQ (Division of Water Quality) regional office;..
Phone /g 5�6 � After hours, emergency number. 4Pq 733 39v1, Your phone call
should include: your name, f e l ry, telephone number, the details of the incident from item
2 above, the exact Iocation of the faclity, the location or direction of movement of the spit
weather and wind conditions. The corrective measures that have been urtcler4akeurand the
seriousness of the situadon.
b. Lf spill leaves property or enters surface waters, call Local EMS Phone number 911.
c. Instruct EMS to contact Ioal Ideaith Department.
d. Contact CES, phone number 91$ y{'Z73/ Iacai SWCD office phone number
3 and local NRCS office for advice technical assistance phone number
2731
4. If none of the above worts, all 911 or the Sheriffs Department and explain your problem to
them and ask that person to contact the proper agencies for you.

-. •
•
5. Contact the contractofyour choice to begin repair of problem to rniniinize oZete damage.
.4i2Otdel2. FILL- 10:
aontradors Nance: WOAM-LD 'eoct
b. Contrac-..ors
c. Cont=ors Phone: :/9- 757 / 020
.
6. Contact the tw.hrtical sp=:ths-.." who ceedfled the lagoim (NRCS, Consulting Eng:neer, etc))
.
a. Name:
b. Phone:
jrry) fit Lroij Aexl
7. Implement procedures as advised by DWQ and twInical assisv..nce agencies to rectify the
0,7rmzei, repair the system, and reassess the waste rn,ngzetnent plan to keep problems with release of wastes from happaing again.

Mortality MYlanagemerntMethods
(check which method(s) are being implemented)
'O Burial three feet beneath the surface of the ground within 24 hours after
knowicdee of the death. The burial must be at least 300 feet from any flowing.
stream or public body of water.
Rendering, at a rendering plant licensed under G.S. 106-168.7
Complete incineration
❑ In the case of dead poultry only, placing in a disposal pit of a size and' design
approved by the Department of Agriculture
J 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 of the State Veterinarian must be
attached)
Insect Control Checklist for Animal Operations
Source Cause HMI's to Control Insects Site Specific Practices
Flush Gutters • Accumulation of solids
Lagoons and fits • Crusted Solids
Ii,,cessive Vegetative • 1)ecuying vegetation
(itouvin
Liquid Systems
❑ Blush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
❑ Remove bridging of accumulated solids at
discharge
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 mote than 30% of surface.
Maintain vegetative control along hanks ()I'
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along tvalcr's edge on impoundment's perimeter.

Swine Farm Waste Management Odor Control Checklist
• Swim production
Vegetative or wooded'buflcrs;
NRecommended best management practices;
iGood judgment and common sense
Animal body surfaces • Dirty manure -covered animals , I Dry floors
Flour surfaces • Wet manure -covered floors I _,Slotted floors;
Al;unue collection pits
IIMPs to Minimize Odor Site Specific Praclic.cs
�21 Waterers located over slotted floors;
O Feeders at high end of solid floors;
vi Scrape manure buildup from floors;
01/Underfloor ventilation for drying
• Urine;
• Partial microbial decomposition
Ventilation cshaust fauns
IiuIuur surfaces
Flush tanks
Flush :aticys
• Volatile gases;
1)ust
• Dual
Frequent manure removal 1
or scrape;
0.. Underfloor ventilation
lush
pit recharge,
Fan maintenance;
rEfficient air movement
• Agitation of recycled lagoon
liquid while tanks are tilling
n
O
Washdown between groups of animals;
Feed additives;
Feeder covers;
Feed delivery downspout extenders to !ceder
covers
Pit acchargc points
1.111 SI:uioas
• Agitation during wastewater
conveyance
(1 Flush tank covers;
0 Extend fill lines to near bottom of tanks with
anti -siphon vents
O Underfloor Ilnsh with underfloor ventilation
• Agitation of recycled lagoon ri [Extend recharge Tines to near bottom of pits
liquid while pits are Tilling with anti -siphon vents
• Agitation during sump tank
tilling and drawdown
Outside drain collection • Agitation during wastewater
or junction boxes conveyance
O Sunup tank covers
0 Box covers
AIM)(; - November I I, 1996, Page 3

Source
End of drainpipes at
lagoon
Lagoon surfaces
Irrigation sprinkler
nozzles
Storage tank or basin
sat line
•
•
•
•
Cause
Agitation during wastewater
conveyance
Volatile gas emissions;
Biological mixing;
Agitation
i1MPs to Minimize Odor
CI Extend discharge point of pipes underneath
lagoon liquid level
Site Specific Practices
• I ligh pressure agitation;
• Wind drift
r7l Proper lagoon liquid capacity;
a Correct lagoon startup procedures;
di Minimum surface arca-to-volume ratio;
Minimum agitation whcn.pumping;
CI Mechanical aeration;
lyt'roven biological additives
• Partial microbial decomposition;
• Mixing while filling;
• Agitation when emptying
tF_l Irrigate on dry days with little or no wind;
`lvlininttun recommended operating pressure;
Pump intake near lagoon liquid surface;
Cl Pump from second -stage lagoon
Settling basin surface
Nlanurc, slurry or sludge
spreader out lets
• Partial microbial decomposition;
• Mixing while filling;
• Agitation when emptying
• Agitation when spreading;
• Volatile gas emissions
lincovered manilre,
slurry or sludge on field
surfaces
Cl Bottom or midlevel loading;
Cl Tank covers;
CI Basin surface mats of solids;
CI Proven biological additives or oxidants
Cl Extend drainpipe outlets underneath liquid
level;
CI Remove settled solids regularly
• Volatile gas emissions while
Dead animals
drying
• Carcass decomposition
CI Soil injection of slurry/sludges;
CI Wasl.residual manure from spreader after use;
Cl Proven biological additives or oxidants
O Soil injection of slurry/sludges
CI Soil incorporation within 48 hrs.;
fl Spread in thin uniform layers lilt rapid drying;
CI Proven biological additives or oxidants
I)cad animal disposal
pits
Incioerttors
• Carcass decomposition
• incomplete combustion
Proper disposition of carcasses
111 Complete covering of carcasses in burial pits;
0 Proper location/construction of disposal pits
fl Secondary slack burners
AMOC - November 11, 1996, Page 4I

)
Suarcc — - Cause
Standing water around • / HMI's to Minimize O'IO1Sit e3j'i fi lrriicliccs
6Improper drainage; facilities „P_f Grade and landscape such Thal water drains
• Microbial decomposition of away from facilities
organic matter
Manure tracked onto •
public roads Ii om firm
access
Poorly maintained access roads
Additional Information :
Swine Manure Management ; 0200 Itule/IIMP Packet
Swine Production Farm Potential Odor Sources and Remedies ; FAME Fact Sheet
Swine Production Facility Manure Management: l'it Recharge - Lagoon Treatment ; 1sBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment ; EBAls 129-88
Lagoon Design and Management for Livestock Manure Trcatnecnl and Storage ; E AI's 103-83
Calibration of Manure and Wastewater Application Equipment ; EBAE Fact Sheet
Controlling Odors from Swine Buildings ;. PIU-33
Environmental Assurance Program ; NPPC Manual
Options for Managing Odor ; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies ; PROI07, 1995 Conference Proceedings
Fenn access road maintenance
AMOC - November I I, 1996, Page 5
Available From :
NCS11, County Extension Center
NCSU - UAL
NCSU - BAti
NCSU - UAIi
NCSIJ - IIAI's
NCSIJ - BAE
NCSU - Swine Extension
NC Pork Producers Assoc
NCSU Agri Communications
Florida Cooperative Extension

G L r.c i 1;_;r i',N.I_M A1.f'JT` Nf;N _ PLAFi
Ihi'. 1•acn is designed fr:r waste treatment with minimum odor
control. The time required for the planned fluid level to be
r'£'.cfC. 'C! „c vary to - C ::` may Y C'='�' 5.0]1 iC:il!].t].Crn°,fll!5•ti]rlr; operations. and
th.:e. amount of fresh water added to the system.
..I•:.ron.dapplication of waste water ice. recognized as b
- an acceptable
method of disposal. 1•icthod'_ of application include solid set_,
center pivot, guns. end traveling r I T' b _
'r<<� Ji i�_I C_;L.rl irrigation. Care should be
- i- ,
taken when applying waste to to prevent _
�•, r nt runoff from the field or Darn;-:gr
r.o crops.
following items e to be carried out:
: strongly recommended that the treatment lagoon be pre-
3/2 't:_ capacitypi _ en_ excessive odors Coring
=�,�,.:•p:..PrC— C
='Sing reduces the concentration of the initial
e:nteritic the lagoon the,re'b'y' reducing odors. Solids should be
with effluent at all times.
attached waste L.!ti l.i= ati on plan shall be followed. This
r 'c:o'nimoI..ids sampling and testing of waste ee Attachment
before,land application.
�� _•_ - r[,•;c•.4..`]n pump —out of the lagoon when fluid level reaches eleva—
tion':-
. 49 marked mk d by permanent.. markers. :tap pump —out when
the fluid level reaches elevation 47.2
or before fluid d='r,trl is
less than e feet deep ( this prevents the lose o-1' favorable
a r. l 1. )
4. i recommended maximum amount
:o rplypar irrir,4ation is
one (1) inch and the recommended maximum arr1iG;:]O.r:_e 1s 0.1
inch per hour.
5. Keep vegetation o, - 'l talc' e`nlb•csrl�-:Treilt. ctilrl ct'r C �. - adjacent to the
lagoon mowed annually. Vegetation should be fertilize: ae, neE'r
i.. o maintain at i g r r- C L I '. stand.
:.I
Z Rep, ir- any eroded areas or areas damaged by rodents and
establish in vegetation.
All surface runoff is te le diverted from the lagoon to
etahle
•Ihe Clean Water iic•. o1 197i prohibits the discharge o1
pollutants into waters o1_ the United State_. The Department of
E n i arlr.c-rt, Health.: and
i Natural Resources, � j. •..` ]. 5 . 0 i l C, f
!', rr� �
_ the I- ;F„-,: _ �,..�it:�� fr_ . enforcing this 1.aw.