100033_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
1
APR 12 2019
Animal Waste Management Systems
Water Quat'st,V
Request for Certification of Coverage Regional Operations Section
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: 10-0033 Certificate Of Coverage Number: AWS 100033
2. Facility Name: Bell Swamp Farm
3. Landowner's Name (same as on the Waste Management Plan): Robert G Ward
4. Landowner's Mailing Address: 6615 Robert G Ward Dr
City: Winnabow State: NC Zip: 28479-5664
Telephone Number: 910-233-6525 Ext. E-mail:
5. Facility's Physical Address: 1027 Bell Swamp Rd Ne
City: Winnabow State: NC Zip: 28479
6. County where Facility is located: Brunswick
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): Robert G. Ward Phone No.: 910-253-5142 OIC #: 16979
11. Lessee's Name (if there is not a Lessee, write 'None"):
12. Indicate animal operation type and number:
Current Permit:
Operation Tvnes:
Operations Type Allowable Count
Swine - Feeder to Finish 6,400
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses - Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses - Other
Farrow to Finish Milk Cow Pullets Sheep - Sheep
Feeder to Finish Dry Cow Turkeys Sheep - Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

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,
U known)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
(Square
Design Freeboard
"Redline"
(Inches)
1
/ C L/
e I
I5 Lvd'
/ / -6 7
20.00
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), si;;ned b‘ the owner and a certified technical s»ecialist, 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]

Name:
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):
Signature: Leedritr.e.a,.e.
Title: ®be A f,
Date: 41/2//
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

ROY COOPER
Governor
MICHAEL S. REGAN
Secretory
LINDA CULPEPPER
Director
•
�+rk fir,.
NORTH CAROLINA
Environmental Quality
February 27, 2019
Robert G Ward
Bell Swamp Farm
6615 Robert G Ward Dr
Winnabow, NC 28479-5664
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„eovlabout/divisions/water-resources/water-quari gional-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 flour continued coverage under the State Non-Dischargg Geller& Permits, you must submit an implication f91
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage FaciliiF Currently Covered b% an
Expiring State Non -Discharge General Permit." The application form must be completed. signed and retumed by April 3. 2019.
Please note that ',ou must include one I11 cope 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,
1.
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Wilmington Regional Office, Water Quality Regional Operations Section
Brunswick County Soil and Water Conservation District
AFOG Section Central Files - AWS100033
Murphy -Brown LLC
D-, 5K1o2rthNC. Saraa sr.bsuryDeSpta.rtrn1&e3t&afNE vSerteast4er a tRya a gDt vsNcarrtf ofCetroatarra F2e7r9o�r3e1s&SS
.,,�.-0o..:—
919.7D7.9222

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
O ❑
O O
�l O
O O
O O
O O
❑ O
Version —November 26, 2018
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opiniont.of the State Veterinarian, wouldmake 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.
nature of Farm Owner/Manager
2
Date
'7;
Signature of Technical Specialist Date

4/3/2019
.. 0 9 e Maps Bell Swamp Rd NE
Bell Swamp Rd NE - Google Maps
Imagery ©2019 Google, Map data ©2019 Google 1000 ft
https://www.google.com/maps/place/Bell+Swamp+Rd+NE,+Town+Creek,+NC+28479/@34.1000876, 78.1481712,2340m/data=!3m1!1e314m5!3m4!1s... 1/1

cf
Nutrient Management Plan For Animal Waste Utilization
02-11-2011
This plan has been prepared for:
Bell Swamp Farms
Ila Raye Lundy
1027 Bell Swamp Rd
Winnabow, NC 28479
910-253-0497
This plan has been developed by:
Billy W Houston
Duplin Soil & Water Conservation
165 Agriculture Drive, Suite B
Kenansville, NC 28349
910-296-2120
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance procedures
established in this nutrient management plan which includes an animal waste utilization plan for
the farm named above. I have read and understand the Required Specifications concerning animal
waste management that are included with this plan.
__1413---4L-J 41,
Signature (manager or producer)
Date
Date
This plan meets the minimum standards and specifications
Natural Resources Conservation Service or the sdard of practices adoptted y the Soil and Water
Conservation Commission.
Plan Approved By:
Technic l S .2 111 2 ©l
Specialist Signature Date
615914 Database Version 3.1 Date Printed: 02-11-2011
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
Swine Feeder -Finish Lagoon Liquid waste generated 5,932,800 gals/year by a 6,400
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
13665
Incorporated
23467
Injected
25844
Irrigated
14853
Year 1
Year 2
Max. Avail.
PAN (lbs) *
14,853
14,853
Actual PAN
Applied (lbs)
14860
17919
PAN Surplus/
Deficit (lbs)
-7
-3,066
Note: In source ID, S means standard source, U means user defined source.
Actual Volume
Applied (Gallons)
5,935,708
7,157,535
Volume Surplus/
Deficit (Gallons)
-2,908
-1,224,735
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
615914 Database Version 3.1 Date Printed: 02-11-2011 Source Page Page 1 of 1

The \.. .s
Utilization table shown below summarizes the waste utilization plan L. S operation. This plan provides an estimate of the number of acres oft._ 4 d 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],
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen Comm. Res.
PA Fert. (lbs/A)
Nutrient Nutrient
Req'd Applied
(lbs/A) (lbs/A)
N N N
Manure Liquid Solid Liquid
?A . ' ManureA Manure Manure
NutliegttA pplied Applied Applied
p!,Iie4 (acre) (acre) (Field)
(ll?A)'
Solid
Manure
Applied
(Field)
Applic.
Method N
24100
24100
24100
24100
24100
24100
24100
24100
24100
24100
24100
4
4
4
57
7
7
7
S7
S7
S7
S7
S7
S7
S7
S7
S7
S7
S7
Lynchburg
Lynchburg
Lynchburg
Goldsboro
Goldsboro
Goldsboro
Rains
Rains
Lynchburg
Lynchburg
Lynchburg
14.93
14.93
14.93
24.98
24.98
24.98
18.58
18.58
18.07
18.07
18.07
14.93
14.93
14.93
Small. Grain Cover
Com, Grain
Wheat, Grain
24.98
24,98
24.98
18.58
1$.58
18,07
18.07
18.07
Small Grain Cover
Corn, Grain
Wheat, Grain
Small Grain Cover
Corn, Grain
Small Grain Cover
Corn, Grain
Wheat, Grain
N/A 9/1-3/31
125 bu. 2/15-6/30
55 bu. 9/1-4/30
N/A 9/1-3/31
130 bu. 2/15-6/30
65 bu. 9/1-4/30
N/A 9/1-3/31
125 bu. 2/15-6/30
N/A 9/1-3/31
125 bu. 2/15-6/30
55 bu. 9/1-4/30
0 0
1
135 0 *20
,LQ6 0 0
*75 0 0
148 0 *20
136' 0 . 0
:415 0 0
135 0
*75 0 0
135 0 *20
106 0 0
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig,
Irrig,
Irrig.
Irrig.
Irrig.
Irrig.
1000
•` gal/A Tons 1000 gals tons
32 12.88
115 45,94
53 21.17
32 12.88
18 51.13
68 27.16
32 12.88,
41.94
32 12,88
115 45.94
0.00 192.33 0.00
0.00 685.82 0.00
0.00 316.07 0.00
0.00 321.79 0.00
0.00 1,277.19 0.00
i g3
0.00 678.51 0.00 3391
0,00 239.35. 0.00
0.00 779.27 0.00 1
0.00 232.78 0.00
0.00 830.06 0.00
53 21.17, 0.00 382.55 0.0019I5
Total Applied, 1000 gallons 5,935,71
Total Produced, 1000 gallons 5,932.80
Notes: 1. In the tract column, - symbol means leased, otherwise, owned.
Balance, 1000 gallons -2.91
Total Applied, tons
Total Produced, tons
2. Symbol * means user entered data.
Balance, tons
0.00
0.00
0.00
615914
Database Version 3.1
Date Printed: 2/11/2011
WUT Page Page 1 of 2

1
Waste
11 n Table , Year 2
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Pert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solia
Manure
Applied
(acre)
:squid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
24100
1
S7
Lynchburg
14.93
14.93
Small Grain Cover
N/A
9/1-3/31
*15
0
*0
Irrig.
43
17.08
0.00
254.95
0.00
24100
1
S7
Lynchburg
14.93
14.93
Wheat; Grain
55 bu.
9/1-4/30
106
0
0
Irrig.
53
21.17
0.00
316.07
0.00
24100
1
S7
Lynchburg
14,93
14.93
Soybeans, Manured, Double Crop
39 bu.
4/1-9/15
151
0
*15
Irrig.
136
54.32
0.00
811.06
0.00
24100
4
S7
Goldsboro
24,98
24.98
Small Grain Cover
N/A
9/1-3/31
*75
0
*0
Irrig.
43
17,08
0.00
426.56
0.00
24100
4
S7
Goldsboro
24.98
24.98
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
Irrig.
68
27.16
0.00
678.51
0.00
24100
4
S7
Goldsboro
24.98
24.98
Soybeans, Manured, Double Crop
38 bu.
4/1-9/15
149
0 !
*15
Irrig.
4
53.53
0.00
1,337.06
0.00
24100
5
S7
Rains
18.58
18.58
Small Grain Cover
N/A
9/1-3/31
*75
0
*0
brig.
43
17.08
0.00
317.27
0.00
24100
c
S7
Rains
18.58
18.58
Wheat, Grain
55 bu.
9/1-4/30
106
0
0
Irrig.
53
21,17
0.00
393.35
0.00
24100
l
j
S7
Rains
18.58
18.58
Soybeans, Manured, Double Crop
37 bu.
4/1-9/15
143
0 `
*15
Irrig.
128.
51.13
0.00
949.97
0.00
24100
7
S7
Lynchburg
18.07
18.07
Small Grain Cover
N/A
9/1-3/31
*75'
0
*0
Irrig.
43
17.08
0,00
308.56
0.00
24100
7
S7
Lynchburg
18.07
18.07
Wheat, Grain
55 bu,
9/1-4/30
106
0
0
Irrig,
53
21.17
0.00
382.55
0.00
24100
7
S7
Lynchburg
18.07
18.07
Soybeans, Manured, Double Crop
39 bu.
4/1-9/15
151
0 .
*15
Irrig.
136
54.32
0.00
981.63
0.00
Total Applied, 1000 gallons
7,157.54
Total Produced, 1000 gallons
5,932.80
Balance, 1000 gallons
-1,224,74.
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.
615914 Database Version 3.1 Date Printed: 2/11/2011
WUT Page Page 2 of 2

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
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
24100
1
14.93
14.93
N/A
Lynchburg
Small Grain Cover
N/A
Corn, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
39 bu.
24100
4
24.98
24.98
N/A
Goldsboro
Small Grain Cover
N/A
Com, Grain
130 bu.
Wheat, Grain
65 bu.
Soybeans, Manured, Double Crop
38 bu.
24100
5
18.58
18.58
N/A
Rains
Small Grain Cover
N/A
Corn, Grain
125 bu.
Wheat, Grain
55 bu_
Soybeans, Manured, Double Crop
37 bu.
24100
7
18.07
18.07
N/A
Lynchburg
Small Grain Cover
N/A
,
Com, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
39 bu.
PLAN TOTALS:
76.56 76.56
LI
Potential Leaching
Technical Guidance
< 2
Low potential to contribute to soluble
nutrient leaching below the root zone.
None
�_ 2
<=10
Moderate potential to contribute to soluble
nutrient leaching below the root zone.
Nutrient Management (590) should be planned.
> 10
High potential to contribute to soluble
nutrient leaching below the root zone.
Nutrient Management (590) should be planned. Other conservation practices that improve the soils
available water holding capacity and improve nutrient use efficiency should be considered.
Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations (328), Long -Term
No -Till (778), and edge -of -field practices such as Filter Strips (393) and Riparian Forest Buffers
(391).
615914 Database Version 3.1 Date Printed 2/11/2011
NOTE: Symbol * means user entered data.
PCS Page Page 1 of 1

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
I
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
24100
1
Lynchburg
0,50
1.0
24100
4
Goldsboro
0.50
1 A
24100
6
Rains
0.40
1.0
24100
7
Lynchburg
0.50
1.0
615914 Database Version 3.1 Date Printed 2/11/2011 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
7-
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
I50
13.16
80.23
160.47
240.70
Hay 6 ton R.Y.E.
300
26.32
40_12
80.23
120.35
Soybean 40 bu
160
14.04
75.22
150.44
225.66
615914 Database Version 3.1 Date Printed: 02-11-2011 Sludge Page Page 1 of

The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available
at the end of each month of the plan. Available storage capacity is calculated as the design storage capacity in days
minus the number of days of net storage volume accumulated. The start date is a value entered by the user and is
defined as the date prior to applying nutrients to the first crop in the plan at which storage volume in the lagoon or
holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design storage
capacity of the facility. If the available storage capacity is greater than the design storage capacity, this indicates that
the plan calls for the application of nutrients that have not yet accumulated. If available storage capacity is negative,
the estimated volume of accumulated waste exceeds the design storage volume of the structure. Either of these
situations indicates that the planned application interval in the waste utilization plan is inconsistent with the
structure's temporary storage capacity.
Available Waste Storage Capacity
Source Name
Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days) *
4
1
1
129
1
2
165
1
3
180
1
4
180
1
5
180
1
6
180
1
7
149
1
8
118
1
9
108
1
10
97
1
11
87
1
12
80
2
1
79
2
2
77
2
3
72
2
4
108
2
5
117
2
6
132
2
7
146
2
8
155
2
9
180
2
10
169
2
11
160
2
12
149
* Available Storage Capacity is calculated as of the end of each month.
615914 Database Version 3.1 Date Printed: 02-11-2011 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.
615914 Database Version 3.1 Date Printed: 2/11/2011 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.
APR 12 2019
Water Quality
Regional Operations Sector
615914 Database Version 3.1 Date Printed: 2/11/2011 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.
615914 Database Version 3.1 Date Printed: 2/11/2011 Specification Page 3

Crop Notes
The following crop note applies to field(s): 6
Corn 1: CP, Mineral Soil, low -leachable
In the Coastal Plain, com 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): 1, 7
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 lbslacre 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.
615914 Database Version 3.1 Date Printed: 02-11-2011 Crop Note Page Page 1 of 4

The following crop note applies to field(s): 4
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 Ieast 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.
Small Grain Cover Crop
Small Grain Cover Crop
Small Grain Cover Crop
The following crop note applies to field(s): 6
The following crop note applies to field(s): 1, 7
The following crop note applies to field(s): 4
615914 Database Version 3.I Date Printed_ 02-11-2011 Crop Note Page Page 4 of 4

The following crop note applies to field(s): 4
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): 6
Double -Crop Soybeans, Coastal Plain: Mineral Soil, low -leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
The following crop note applies to field(s): 1, 7
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.
615914 Database Version 3.1 Date Printed: 02-11-2011 Crop Note Page Page 3 of 4

The following crop note applies to field(s): 4
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 Ibs/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): 6
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 Ibs/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): 1, 7
Wheat: Coastal Plain, Mineral Soil, low -leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/driIl 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. PIant
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.
615914 Database Version 3.1 Date Printed: 02-11-2011 Crop Note Page Page 2 of 4

Brunswick County FSA
Farm 5327 Tract 5002
Wetland Determination Identifiers
• Restricted Use
Lim Red Restrictions
Exam • from Conservation Corn • lance Provisions
Disclaim er. Wetland identifiers do not represent the size, s
or specific determination of the area. Rater to your origins
determination (CPA-O26 end attached maps) for exact vveI
boundaries and determinations, or contact NRCS.

TAYLOR LUNDY - GROWER #261
8 (800) FINISHING HOUSES
STATE ROAD #1406 - BRUNSWICK COUNTY
DIRECTIONS: FROM ROSE HILL, TAKE 1-40 TO WILMINGTON. THEN
TAKE US HWY #17 TOWARD SHALLOTTE. AFTER APPROXIMATELY 15 MILES,
TURN RIGHT ONTO STATE ROUTE #1406 (BELL SWAMP ROAD) WHICH IS THE
FIRST PAVED ROAD TO THE RIGHT AFTER THE SPLIT OF HIGHWAYS #17 &
#87. FARM WILL BE APPROXIMATELY 2 MILES ON THE LEFT.
MAILING ADDRESS:
TAYLOR LUNDY
1420 CLEARVIEW ROAD
SUPPLY,NC 28462
WORK: [phone]
MOBILE: [phone]
SHIPPING ADDRESS:
TAYLOR LUNDY
STATE ROUTE #1406
WINNABOW, NC 28479
1 BROWN'S OF CARCLINA. INC. _
303 EAST COLLEGE STREET • P 0 BOX 487 • WARSAW. N C` 38398-3487 • OFFICE [phone] • FAX [phone]

•
.rator:Taylor Lundy County: Brunswick Date: 08/04/94
tance to nearest residence (other than owner): 2000.0 feet
AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = a 0 lbs
6400 head (finishing only) x 135 lbs. = 864000 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other : 0
Total Average Live Weight =
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 864000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 864000 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
864000 lbs
Volume = 0.0 cubic feet LANdowNeR sLKSTE sraeo6e
TOTAL DESIGNED VOLUME
Inside top length (feet) 500.0
Inside top width (feet) 400.0
Top of dike elevation (feet) 52.0
Bottom of lagoon elevation (feet) 42.0
Freeboard (feet) 1.01
Side slopes (inside lagoon) 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 494.0 394.0 9.0
AREA OF TOP
LENGTH * WIDTH =
494.0 394.0
AREA OF BOTTOM
LENGTH * WIDTH =
440.0 340.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
467.0 367.0
194636 (AREA OF TOP)
149600 (AREA OF BOTTOM)
685556 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
194636.0 685556.0 149600.0 1.5
1

Total Designed Volume Available = 1544688 CU. FT.
. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
500.0 400.0 200000.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 200000.0 square feet
Design temporary storage period to be 180 days.
A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 864000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 1578240 gals. or 210994.7 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 =
Volume = 0.0 cubic feet
0.0 gallons/day * 180 days storage/7.48 gallons
per CF
iC. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall
Volume = 7.0 in * DA / 12 inches per foot
Volume = 116666.7 cubic feet
7.0 inches

7. Volume of 25 year - 24 hour storm
Volume = 8.0 inches / 12 inches per foot * DA
Volume = 133333.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 210995 cubic feet
5B. 0 cubic feet
5C. 116667 cubic feet
5D. 133333 cubic feet
TOTAL 460995 cubic feet
SUMMARY
Temporary storage period > 180 days
Rainfall in excess of evaporation----------_ -> 7.0 inches
25 year - 24 hour rainfall > 8.0 inches 1.--
Freeboard > 1.0 feet -----'
Side slopes------ > 3.0 : 1
Inside top length > 500.0 feet
Inside top width > 400.0 feet
Top of dike elevation > 52.0 feet
Bottom of lagoon elevation > 42.0 feet
Total required volume > 1324995 cu. ft. *
Actual design volume > 1544688 cu. ft. *
Seasonal high watertable elevation (SHWT)===> 47.5 feet
Stop pumping elev.-- > 48.0 feet *
Must be > or = to the SHWT elev. > 47.5 feet
Must be > or = to min. req. treatment el.=> 48.0 feet
Required minimum treatment volume- - > 864000 cu. ft.
Volume at stop pumping elevation---- > 984432 cu. ft.
Start pumping elev. > 50.3 feet *
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 1411355 cu. ft.
Volume at start pumping elevation > 1409744 cu. ft.
Required volume to be pumped > 327661 cu. ft. *
Actual volume Tanned to be pumped > 425312 cu. ft. *

Min.
7. DESIGNED BY:
DATE:
ess of
NOTE: SEE ATTACHED
COMMENTS:
soil liner when required==>
~APPROVED BY:
DATE:
WASTE UTILIZATION PLAN
9
1.5 feet
vommit
a�;,4 s' CMMO �4
r
s 1,,s 15
A
g/ v-

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year -'24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this.elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping car) be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/.2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 50.3 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 48.0 . This temporary
storage, less 25 yr- 24 hr storm, contains 327661 cubic feet or
2450907 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence 9r within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory_disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be copacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.5 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

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

When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

SEEDING SPECIFICATIONS
AREA TO BE SEEDED: 6.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
360.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
180.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
0.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
6000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
12.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
600.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING 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 BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS.ESTABLISHED.

U: S.:Department of Agriculture
Sail Conservation Service
NC-ENG-34
September 1980
File Code: 210
Groff
HAZARD CLASSIFICATION DATA SHEET FOR S-
Landnwner _ /� i lo' « � - - -County `.., &c)wsr...c r
Community or Group No, Conservation Plah No.
Estimated Depth of Water to Top of Dan ? Ft. Length of Flood Pool .3'3e) Ft.
Date of Field Hazard Investigation -��!'�
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam fai.lure.
•
Reach: Length: ▪ Width: ▪ Slope: • Land Use
1
•
•
•
•
Ft. : rt.
•
•
•
•
•
•
•
•
--Kind of
: Est._Elev. :Est. Elevation
:improvements: of Breach
Improvements : Above :Floodwater Above
: Flood Plain: Flood Plain
fit.• F.t.
•
•
:
•
•
:
3
•
•
•
•
•
•
•
•
•
•
•
Describe potential for loss of life and damage to existing or probable
irnprovementS froarm a suddenn breach /L/ _ / 4,uu., / 1 L /�,Q /t
future downstream
Hazard Classification of Dam ? b, c) (see NEM-Part 520.21)
' m Classification (I, II, III, IV,1
i
a/‘
Concurred By .
(namr1 / (title)
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
i
Date S-
Date VS/9 ¢-
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SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME fit .., a DISTRICT
DATE A2-3- y ;4 I COUNTY 3rt-r S r i e4.
S. C. S. PHOTO SHEET NO. WORK UNIT
WATERSMED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL- ACRES
POND CLASS
WORK UNIT CONSER..VATIONIST
SKETCH OF PROPOSED'POND SHOWING WHERE
Locale Warmly: point in center
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BORINGS WERE
line of dam and Idsntifg
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MADE (Approx. Beale 1" ==, . .5 feet)
an sketch.
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BORING NUMBER AND PROFILE
Make and fist dam.site and spillway borings first • than pandas( area and borrow pit borings . sanarete with ~dos( mit line.
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iCon+feued en Acak when nweatsaryl Shorn vroto table eswamis on dam.site borings.
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BORINGS MADE BY SIGNATURE & T1TtFC-----_ __ �7 ram- - -1
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EXC = 3 e .14 CY
FILL = PAD zzgeo C'3
DIKE (e)3S5 CY
+ 10% • gq-?
TOTAL: - 'Z. 4)2 CY
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COMPUTATIONS BY: )'tiv6
TYPICAL X—SECTION
SEE NOTE 3
SEE NOTE 2
516
Nor exra 4 i. 6 "ad.14r*N
NOTES:
1) ALL WEAK MATEitIAL TO BE OVERCUT
AND BACKFILLED AND COMPACTED.
THICKNESS OF LINER DEPENDS ON OVERALL
DEPTH. LINER FOR THIS LAGOON TO BE As'
2) DIKE . BEHIND. BLDGS TO BE MIN. 0.5'
HIGHER THAN OTHER PLANNED ELEV.
3) WALK AND LOADING AREA TO BE BUILT 1.5' ABOVE LOW
END PADS. BUILD 6' WIDE CONTtPL, 7' FROM REAR OF BLDGS;
FILL TO BLDGS BEFORE EOUIP 'ES OUT (WORK TO BE
r^^RoINATFr' ;^J/ nr, CONTI S)
TBM ELEV. 50.00'
14AiL IN * 74,0 S i .�rC `s
oK ibf 5 74 arto49-
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— CORE TRENCH
SEE SOIL SHEET
FOR DEPTH
SITE CONDITION NOTES
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EMERGENCY ACTT Jl\T PLAN
P NUMBER. S
DWQ 10-395-3900
c t Y 1M A C:'N,rry 1 SYSTEM. EM. 9I I
SW CD 9/o a5-3 z5n
NRCS :9/0 254 2g3a
=1 5 pllm be piternenter.i in. the event ' _ ore.. e,s frcra-
cvwfiicwii-.2, or runnizrz or Ste_ You should not wait R�a0 wastes reach. strr r we,..= or1=r
your property to coed_- gac: have a problem. You should mle every a rt to
does :yet hzppe.:. "F'frg �,I ='.n�� A -,
- � ��., r n ;-,7 an aCyesSiGie TQCc.r for an tmliszv�g al..
.&cifi .r is following are some ac ort Items you should take.
�. Stop the e!ee of Frees. De_ a d= s on the zr or, t is may or nmay not be pc ble.
Sa t resporLs to some possible problems are listed below.
Lac over -low —possible solutions a :
a. Add soil tO berm to izicre a e!e°zoti o dz .
?'a.? :`.e!d '�'_ a t :t: hie rd_:.
c. Stop all iow,s to the
I ,Oar: •�ii%......�...y.
d. an a.pLrthz n
e. Make s.=re no 5a.:;—_re water is entering. lemon.
.`_a- waste c-,e1=-EQ% ic*:d=_r-`�t^�it5 iciude:
5t:Jp Yysste Ge r: i+•�..�.�\!lL
b. Cr e Z a ternporszy to Ttwaste.
c.. frc3r icr �.m.. V L1t� to wt.1Ct : zn E
Ev tzte and e!L— - --;= the ;�....is n(s) •vj,jsed the runoE
e. Eil::_._e. die a L.-tian rates cr'_e Lames where rur3Qff Qr_...�ed.
• `spr±rncud :C. 1.lie waste prpes anc
Z Stop recycle
b. .
c.. Close Y at `des tc e! _-=te further
prior to rezrzthzz. Cuzr. s.

D. L-*.a. e f: orz flush syrte--ms, houses, solid separators -action include:
a Stop recycle per:.
b. Stnp i-rigst ou pump.
c. Make s.:r _nos coo cc=rs.
• Stop all flaws i_; the house, Lush syste:rs, or solid sepa.tor3.
e_ R_. a- r all Ier-lcs prior to res' � 22 pumps_ -
E. Leak e ..:cr base ;r s:de':Y'. of izzoon. Often this is. seep awe as opposed to flowing
Ie rcs-ocss: bie action.:
a. Dig a s.a:a,,l w e cr ditch to catch all seepa_e, put in a subs-rte. nie pump, and pump
back to Ia ocn. • "
b. If holes are Wised by bu w sg animals, tap or remove an GIs and 0 holes and
compact with a clay type sots..
c. Have a p ofesalct— T eva h .te the coaadit ora of the side watts and Iasoon bat = as soon
as possible.
2. Assess'.:.'e.e. =n of the se.ill and note. any obvious caries.
a_ Did the waste -reach airy surf.c e 3!
b. ApproxLmately how muc . was relesid and for what duration?
c. noted, such as employee injury, Esa kills, or property d?maze?
d. Did the sTi ., _! leave the pry. ens ?
e. ]C the spill have the pcte:Itiai to reach =u face w r.e.s?
f.. Could a il..=reralaevent cause the s3Sil to mash surface. waters?
^ e potable water we'iS r, dagger (either _
on or oa o: the property)?
h. 1--.Tow t a ch re.c::ed s.:.— fa_ ri s?
3. Cart c: appropriate `e::ces.
a Du:inz normal bu ne;s !noun:, call your DWQ (Division of Ater Quality) reiona1 o
Phoce I O 34534ao _ A � ze bot:a _, eme.`wcy number gig 733-1,51Z. . Your phone rsn
should iz crude: your r.`- ae, �^ :_} t!e: hone number, the de s of the indde=t from ite=t
2 above, the e.;=.r r lawn o: the facsry, the tocarz or drecrion or n. ovem of the sue,
weather and wind c.^_rid rions. The boss er.tive rneasua'es that have r" asp zd the
$ems xous—a-sa of the si •'a`cc. ��� �,� tom, �,,�7� Q y -
b. If spill or a':�w— " .ce wears, c"�'1 Icc2L EMS Phone nt.31Sbcr 911.
c_ Distract EMS to cor.- Dep anent.
phone u+.zz be: 9141,2S3 . 3' Ion SwCD o c prone 3rurrz 'Fm
960 A53 azia, and icy MRCS oEc_ for adviceite hu ca1 sast c phone *r** a
9/0 7.5.3 Zi„3a.
r acne of the above work, = ii 911 or to Shen:-s Department and expIan yo�*rgrobl= t0
in contact ,, proper agencies for you.
use. z...: ask that person toc.,r:• t: _

•
5. Carte the oa. r afyour choice to bed cfprobt= to niainliZe
ors lie:
b. Cc -
e. Goers Phone:
6. Cow the teraalcF1 sp-� � ------�
�--e-T who r_ � e I �cn (Ma, Cons.? E, s"r
ea Nice: l:W t e�It/sv d ;
aka" a- b. Pie: i!f [ �F cJ�Et�14i�1 Sc �°t�T -
isr i by f. WQ ad iic ! a.ssistzzce azerizies to the
t Cie of �,zs ar act .., tazi to keep problems
as as
°R 12 2019 --
Water Quality
f egiuna1 JGe timssectice.
•

OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) with
min. odor control. The time required for the planned fluid level to be
reached (permanent -I- temporary storage) may vary due to soil conditions
flushing operations, and the amount of fresh water added to the system.
The designed 6 months temporary storage is an estimated volume
based on: 1) waste from animals; 2) excess rainfall after evaporation;
and 3) the largest 24 hour (one day) rainfall that occurs on the
average of once every 25 years. The volume of waste generated from
a given number of animals will be fairly constant throughout the year
and from year to year. This estimate is based on 7 inches of excess
rainfall which is equal to or exceeds the highest 6 months excess in
a year. The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will need to be
pumped each year. The 25 year rainfall will not be a factor to consider
in an annual pumping cycle, but this storage volume must always be
available. A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed on the elevation to
begin pumping, a permanent marker must be installed on this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain minimum treatment depth (6 feet).
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing Odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin pump -out of the lagoon when fluid level reaches eleva-
tion 55.3 as marked by permanent marker. Stop pump -out when
the fluid level reaches elevation 53_3 or before the fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria). The design temporary storage, less 25 year storm
is 145082 cubic feet or 1025216 gallons. As stated before, this
volume will vary considerably from year to year.

4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

Insect Control Checklist for Animal Operations
Srnirco
Causc.
Flush Gutters • Accumulation of Solids
BrwlPs to Minimize Insects Site Specific Practices
Liquid Systems
Lagoons and Pits • Crusted Solids
Excessive Vegetative o Decaying vegetation
Growth
Flush system is designed and operated sufficiently to
remove accumulated solids from gutters as designed;
O Remove bridging of accumulated solids at discharge
r., Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting of
solids to a depth of no more than 6 - 8 inches over
more than.30% of surface.
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.
Feeders • Feed Spillage 0
Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
O Clean up spillage on a routine basis (e.g., 7 - 10 day
interval during summer; 15-30 day interval during
winter),
Feed Storage • Accumulation of feed residues
AMIC - November 11, 1996, Page
Dry Svstsrrfs
O Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
O III Rt& and remove or break up accumulated
solids in filter strips around feed storage as needed.

Source Cause
Animal Holding Areas • Accumulations of animal wastes
and feed wastage
BMPs to Minimize Insects Site Specific Practices
O Eliminate low areas that trap moisture along fences
and other locations where waste accumulates and
disturbance by animals is minimal.
O Maintain fence rows and filter strips around
animal holding areas to minimize accumulations of
wastes (i.e. inspect for and remove or break up
accumulated solids as needed,
Dry Manure Handling • Accumulations of animal wastes
Systems
C) Remove spillage on a routine basis (e,g., 7-10 day
interval during summer; 15-30 day interval during
winter) where manure is loaded for land application
or disposal.
© Provide fo adequate drainage around manure
stockpiles.
O Inspect for an remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed.
For more iuforniation contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
27695-7613
AMIC - November 11, 1996, Page 2

Swine Farm Waste Management Odor Control Checklist
Farmstead
Source Cause
• Swine Production
BMPs to Minimize Odor
Vegetative or wooded buffers;
Recommended best management practices;
Good judgement and common sense
Site Specific Practices
Animal body surfaces
Floor surliiees
Manure collection pits
• Dirty manure -covered animals y Dry floors
• Wet manure -covered floors Slotted floors;
• Urine;
• Partial microbial decomposition
1S1 Waterers located over slotted floors;
❑ Feeders at high end of solid floors;
❑ Scrape manure buildup from floors;
❑ Underfloor ventilation for drying
Frequent manure removal by flush, pit recharge, or
scrape;
Underfloor ventilation
Ventilation exhaust fans
Indoor surfaces
Flush tanks
Flush alleys
Pit recharge points
Lill stations
• Volatile gases;
• Dust
• Dust
• Agitation of recycled lagoon liquid
while tanks are filling
Fan maintenance;
Efficient air movement
r/] Washdown between groups of animals;
O Feed additives;
❑ Feed covers;
❑ Feed delivery downspout extenders to feeder
covers
❑ Flush tank covers;
❑ Extend till to near bottom of tanks with
anti -siphon vents
• Agitation during wastewater 0 Underfloor flush with underfloor ventilation
conveyance
• Agitation of recycled lagoon liquid
while pits are filling
• Agitation during sump tank filling
and drawdown
AMOC - November 11, 1996, Page 3
Extend recharge lines to near bottom of pits with
anti -siphon vents
O Sump tank covers

Source
Cause
Outside drain collection or
junction boxes
End of drainpipes at lagoon
Lagoon surfaces
irrigation sprinkler nozzles
Storage tank or basin
surface
Settling basin surface
Manure, slurry or sludge
spreader outlets
Uncovered manure, slurry
or sludge on field surfaces
Dead animals
Dead animal disposal pits
• Agitation during wastewater
conveyance
• Agitation during wastewater
conveyance
• Volatile gas emission;
• Biological mixing;
• Agitation
• High pressure agitation;
• Wind drift
• Partial microbial decomposition;
• Mixing while tilling;
• Agitation when emptying
• Partial microbial decomposition;
• Mixing while filling;
• Agitation when emptying
• Agitation when spreading;
• Volatile gas ernissions
BMPs to Minimize Odor Site Specific Practices
O Box covers
❑ Extend discharge point of pipes underneath
lagoon liquid level
121
Proper lagoon liquid capacity;
Correct lagoon startup procedures;
❑ Minimum surface area -to -volume ratio;
Minimum agitation when pumping;
❑ Mechanical aeration;
Proven biological additives
Irrigate on dry days with little or no wind;
Minimum recommended operating pressure;
Pump intake near lagoon liquid'surface;
Pump from second state lagoon
Bottom or midlevel loading;
Tank covers;
Basin surface mats of solids;
Proven biological additives or oxidants
Extend drainpipe outlets underneath liquid level;
O Remove settled solids regularly
• Volatile gas emissions while drying
• Carcass decomposition
• Carcass decomposition
AMOC - November 11, 1996, Page
4
❑
❑
Soil injection of slurry/sludges;
Wash residual manure from spreader after use;
Proven biological additives or oxidants
Soil injection of slurry/sludges;
Soil incorporation within 48 hrs.;
Spread in thin uniform layers for rapid drying;
Proven biological additives or oxidants
Proper disposition of carcasses
Complete covering of carcasses in burial pits;
Proper location/construction of disposal pits

Source
Cause
BMPs to Minimize Odor
Incinerators
Standing water around
facilities
• Incomplete combustion
• Improper drainage;
• Microbial decomposition of organic
matter
Mud tracked onto public • Poorly maintained access roads
roads from farm access
IIIMINNIIr
Secondary stack burners
Oracle and landscape such that water drains away
from facilities
mmEgung
Site Specific Practices
Farm access road maintenance
Additional Information:
Swine Manure Management; .0200 Ru1eBMP Packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-88
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIlf-33
Environmental Assurance Program: NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Ma.nagernent: Odors and Flies; PRO107, 1995 Conference Proceedings
AMOC - November 11, 1996, Page 5
Available From:
111
NCSU, County Extension Center
NCSU - BAE
NCSU -BAE
NCSU - I3AE
NCSU - BAE
NCSU - BAE
NCSU - Swine Extension
NC Pork Producers Assoc.
NCSU - Agri Communications
Florida Cooperative Extension
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