240095_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30. 2019, the North Carolina State Non -Discharge General Permits for Animal Waste !Management System, 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 verifi' all infOrncation and make any necessary corrections helms..
.application must be signed and dated by the Pe'i iuittee.
I. Fann Number: 24-0095 Certificate Of Coverage Number: .\WS2-1l1095
2. Facility Name: Jcrty_Je?lutson-_Fsnn
3. Landowner's Name (same as on the Waste Management Plan): Jerry_ 1.Johnson
4. Landowner's Mailing Address: 1649 Silvcrspoon Rd
City: r' een State: NC Zip: =x4 is
liyc
Telephone Number: 9I0-654-3872 Ext. 1:-motif:
5. Facility's Physical Address: 5 122 Old I lwv 74
City: C'hadhourn State: NC Zip: 2$-I31
6. County where facility is located: Columbus
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area cndc):
9. integrator's Name (if there is not an Integrator, write "None'): Murphy-13rown L1.0
22
10. Operator Name (01C): Jerry L. Johnson Phone No.: 9 I (1_234- b99 O1(' j:; '(r 1"
11. Lessee's Name (if there is not a Lessee. write "None"):
12. indicate animal operation type and number:
Current Permit:
Operation Tomes:
Operations Type Allowable Count
Swine - Feeder to Finish 3.200
Swine Cattle Dry Pnukn Other I'vpv%
Wean to Finish Dairy Calf Nun Laving Chickens 1loist.. - I lour.
Wean to Feeder Dairy [leiter Laying Chickens llot•., - ( tthei
Farrow to Finish Wilk ('ow Pullet, Sheep Sheep
Feeder to Finish Dry Cow Turkeys sheep - Other
Farrow to Wean React Stocker Calf Turkey Pullet
Farrow to Feeder Reef Feeder
Boar; Stud Reef Broad Cow Wet Poultry
(iih. Other Non Laving Pullet
Othee 1.ayers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
)rreetions and pro%ide missing data.)
Structure
Name
Estimated rated
Date
built
Liner Type
(Clay. Synthetic,
Unknown)
(; ap:►city
(Cubic Feet)
Estimated
Surfitcc Area
(Square Feet)
Design Freeboard
"Redline -
(Inches)
I
/o/ //gr
Clay
b 3,2,i/ar
76.500.()O
10.50
\tail one (I) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1O((d) to the address below.
Che CAWMP must include the following components:
1. I'he moat recent Waste l'tiliiation Plan (WUP). signed by the owner and a certified technical specialist, containing:
:►. The method by xrhieh waste is applied to the disposal fields (e.g. irrigation. injection, etc.)
h. A map of every field used tbr land application (tor example: irrigation map)
c. The soil series present on every land application field
d. The crops grow n on eery land application field
c. The Realistic Yield Expectation (RYE) (irr every crop shown in the WUP
I. 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 NR('S Standard specifications
2. :\ site map.!schematic
3. Emergency Action Plan
a. Insect Control Checklist a ith chosen hest management practices noted
5. Odor Control Checklist with chosen hest management practices noted
fi. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. I agoun'storaue 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.
S. Operation and Maintenance Plan
If your CAWMP includes un 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 CAWNIP items above to: 2O19PermitRenewalfn ncdenr.gov

I attest that this application has hccn reviewed by me and is accurate and complete to the hest 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 I43-215.6A and 143-215.613. any person who knowingly snakes aiiy fake statement.
representation. or certification in any application may he subject to civil penalties up to S25.011(1 per violation. 11S 1..S.C.
Section 1001 provides a punishment by a tine of not more than $ 1 0.000 or imprisonment of not more than 5 years. or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or it' multiple Landowners all landowners should) sign. 11. Landowner is a
corporation. signature should be by a principal executive officer of the corporation):
Name::
j�e._er L ,i0kns' FA -il: Title:-`)\.0--t`.- ? •�Z
_ .---7
,/
Signature: Date: `� _ l c/
Name: _ Title:
Signature: Date:
Name: Title:
Signature: Date:
T1I13 COMPLETED APPLICATION SIIOULD BE SENT TO TIIE FOLLOWIN(i .1D1)RI:SS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: 2019Permi1Rcnewalra ncdcnr.gov
FORM: RENEWAL -STATE GENERAL 02/2019

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
ElEldeath. 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.
EJ El 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.
El❑ 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).
ElElAny method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Lil
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.
Signat /e of Farm Own r/Manager
Date
174— 41.4 9
Signature of Technical Specialist Date

ROY COOPER
MICI IACL S. REGAN
LINDA CULPFi'PFR
Nort 1 CAl!OLiNA
Environmental Quality
Fehntary 27.2019
leer) 1. Johnson
terry Johnson Farm
164') Silverspoon Rd
.vergreen. N(' 2t+-138
iuhject: Application for Renewal or Coverage for Expiring State General Permit
)car Perniiticc:
Your Facility is currently approved (iw 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
it httr :./deq.nr govjabout.divi ions water -resources: water-duality-regional-urcrationsiafo or by writing or calling:
NC 1)l Q-i)WR
Animal Feeding Operations Program
1636 Mail Service ('enter
Raleigh. North Carolina 27699-I636
Telephone number: [phone]
In order to assure your continued coverage under the State Non -Discharge General Permits. you must submit an application fur
permit coverage to the Division. Enclosed __ecru will lirld a "Request lur Certificate of C'overag` Facility Currently Covered by an
Expiring State Non -Discharge General Permit, The application farm must be completed, signed and returned by April 3. 2019.
Please note that von must include one (1) cope of the Certified Animal Waste Management Plan (CAWMP) with the
completed and signed application form. A list of items included it) the CAWMP can he found on page 2 of the renewal
uppli. ntion li►rni.
Failure to request n. ntwa1 of your coN er,Ige 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 S25.000 per day.
If you have any questions about the State Non -Discharge Cicne al Permits, the enclosed application, or any related matter please feel
Free to contact the Animal Feeding (petitions Branch staff at 919-7(17-9100.
Enclosures
cc (tyro enclosures):
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Wilmington Regional Office. Water Quality Regional Operations Section
Columbus County Soil and Water Conservation District
.\Ft)(i Section Central Files - AWS240095
Murphy-I3rown LLC
:cry'.^ t t :' L .• : -'e-:8 t.8 i;

Nutrient Management Plan For Animal Waste Utilization
02-29-2012
This plan has been prepared for:
Jerry Johnson Farm
Jerry Johnson
1649 Silverspoon Road
Evergreen, NC 28438
9108402703
This plan has been developed by:
Ronnie G. Kennedy Jr.
Agriment Services, Inc.
PO Box 1096
Beulaville, NC 28518
252-56
Deve oper Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Z r 4 9 -- /
Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
22q- I %----
Technical Specialist Sii#tufe Date
813998 Database Version 3.1 Date Printed: 02-29-2012 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 2,966,400 gals/year by a 3,200
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 0 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
6832
Incorporated
1 1734
Injected
12922
Irrigated
7426
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (Ibs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
7,426
8071
-645
3,223,900
-257,500
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.
813998 Database Version 3.1 Date Printed: 02-29-2012 Source Page 1 of 1

Narrative
This plan was created from the previous technical specialist plan created by Sonya Barber.
813998 Database Version 3.1 Date Printed: 02-29-2012 Narrative Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
1745
6A-B
3.23
3.23
N/A
Goldshoro
Small Grain Oversecd
1.0 Tons
Common Bermudagrass Pasture
4.9 Tons
1745
7A-B
4.35
4.35
N/A
Goldsboro
Small Grain Oversecd
1.0 Tons
Common Bermudagrass Pasture
4.9 Tons
1745
8A-B
1.91
1.91
N/A
Goldsboro
Small Grain Oversecd
1.0 Tons
Common Bermudagrass Pasture
4.9 Tons
1745
9A
1.97
1.97
N/A
Goldsboro
Small Grain Overseed
1.0 Tons
Common Bermudagrass Pasture
4.9 Tons
1745
9B
2.52
2.52
N/A
Goldshoro
Small Grain Overseed
1.0 Tons
Common Bermudagrass Pasture
4.9 Tons
1745
9C
3.20
3.20
N/A
Goldshoro
Small Grain Overseed
1.0 Tons
Common Bermudagrass Pasture
4.9 Tons
8503
1
4.10
4.10
N/A
Lynchburg
Small Grain Overseed
1.0 Tons
Common Bermudagrass Pasture
4.1 Tons
8503
1 B
1.10
1.10
N/A
Goldshoro
Small Grain Oversecd
1.0 "Tons
Common Bermudagrass Pasture
4.9 Tons
8503
2
3.20
3.20
N/A
Lynchburg
Small Grain Overseed
1.0 Tons
Common Bermudagrass Pasture
4.1 Tons
8503
2B
0.75
0.75
N/A
Goldsboro
Small Grain Overseed
1.0 Tons
Common Bermudagrass Pasture
4.9 Tons
8503
3
3.20
3.20
N/A
Lynchhurg
Small Grain Overseed
1.0 Tons
Common Bermudagrass Pasture
4.1 Tons
8503
3B
0.80
0.80
N/A
Goldsboro
Small Grain Oversecd
1.0 Tons
Common Bermudagrass Pasture
4.9 Tons
8503
4
3.60
3.60
N/A
Lynchburg
Small Grain Overseed
1.0 Tons
Common Bermudagrass Pasture
4.1 Tons
8503
4B
2.50
2.50
N/A
Lynchburg
Small Grain Overseed
1.0 Tons
Common Bermudagrass Pasture
4.1 Tons
8503
5B
1.10
1.10
N/A
Lynchhurg
Small Grain Overseed
1.0 Tons
Common Bermudagrass Pasture
4.1 Tons
PLAN TOTALS:
813998
37.53
37.53
Database Version 3.1
Date Printed 2/29/2012
PCS Page 1 of 2
NOTE: Symbol * means user entered data.

LI
Potential Leaching
Technical Guidance
2
Low potential to contribute to soluble
nutrient leaching below the root zone.
None
>_ &
<= 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).
813998
Database Version 3.1 Date Printed 2/29/2012
PCS Page 2 of 2
NOTE: Symbol * means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields ofthe 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 ofthe 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.
Year 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrcgen
PA
Nutrient
Regd
(Ibs/Al
Conan
Fen.
Nutrient
Applied
(Ibs/A)
Res.
(Ibs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
1745
6A-13
S7
Goldsboro
3.23
3.23
Small Grain Overseed
I.0Tons
10/I-3/31
50
0
0
Irrig.
50
19.97
0.00
64.51
0.00
1745
6A-I3
S7
Goldsboro
3.23
3.23
Common Bermudagrass Pasture
4.9 Tons
*3/15-9/30
*184
0
0
Irrig.
184
73.50
0.00
237.40
0.00
1745
7A-I3
S7
Goldsboro
4.35
4.35
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0 '
0
Irrig.
50
19.97
0.00
86.88
0.00
1745
7A-I3
S7
Goldsboro
4.35
4.35
Common Bermudagrass Pasture
4.9 'Eons
*3/15-9/30
*184
0
0
Irri_.
184
73.50
0.00
3I9.71
0.00
1745
8A-I3
S7
Goldsboro
1.91
1.91
Small (;rain Overseed
1.0 "'oils
10/1-3/31
50
0
0
Irrig.
50
(9.97
0 00
38.15
0.00
( 745
8A-I3
S7
Goldsboro
1.9I
1.91
Common Benmudagrass Pasture
4.9 Tons
"3/15-9/30
*184
0
0
Irrig.
I84
73.50
0.00
140.38
0.00
1745
9A
S7
Goldsboro
1.97
I.97
Small Grain Overseed
I.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
39.35
0.00
(745
9A
S7
Goldsboro
1.97
1.97
Common Bemtudagrass Pasture
4.9 Tons
*3/15-9/30
*184
0
0
Irrig.
(84
73.50
0.00
144.79
0.00
I745
913
S7
Goldsboro
2.52
2.52
Small Grain Overseed
I.0Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
50.33
0.00
1745
913
S7
Goldsboro
2.52
2.52
Common Bermudagrass Pasture
4.9 Tons
*3/15-9/30
• (84
0
0
Irrig.
184
73.50
0.00
185.21
0.00
1745
9C
S7
Goldsboro
3.20
3.20
Small Grain Overseed
1.0 Tons
I0/1-3/31
50
0
0
Irri_e.
50
19.97
0.00
63.91
0.00
1745
9C
S7
Goldsboro
3.20
3.20
Common Bermudagrass Pasture
4.9 Tons
'3/15-9/30
*184
0
0
Irrig.
184
73.50
0.00
235.19
0.00
8503
I
S7
Lynchburg
4.10
4.10
Small Grain Overseed
1.0 Ions
10/1-3/3I
50
0
0
Irrig.
50
19.97
0.00
81.89
0.00
8503
I
S7
Lynchburg
4.10
4.10
Common Bermudagrass Pasture
4.1 Tons
*3/15-9/30
* 154
0
0
Irrig.
154
61.51
0.00
252.21
0.00
8503
I B
S7
Goldsboro
1.10
1.10
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
21.97
0.00
8503
1 B
S7
Goldsboro
I.10
1.10
Common Bemtudagrass Pasture
4.9 Tons
'3/15-9/30
•184
0
0
Irrig.
184
73.50
0.00
80.85
0.00
813998
Database Version 3.1
Date Printed: 2/29/2012
WUT Page 1 of 2

Waste Ut,ion Table
1
Year 1
1
Tract
Field
Source
ID
Soil Series
Total
Acres
Ilse.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm
Fert.
Nutrient
Applied
(lbs/A)
Res.
(Ibs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
8503
2
S7
Lynchhurg
3.20
3.20
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
63.91
0.00
8503
2
S7
Lynchburg
3.20
3.20
Common Bermudagrass Pasture
4.1 Tons
*3/15-9/30
*154
0
0
Irrig.
154
61.51
0.00
196.85
0.00
8503
2B
S7
Goldsboro
0.75
0.75
Small Grain Overseed
I.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
14.98
0.00
8503
213
S7
Goldshoro
0.75
0.75
Common Bermudagrass Pasture
4.9 Tons
*3/15-9/30
*184
0
0
Irrig.
I84
73.50
0.00
55.12
0.00
8503
3
S7
Lynchhurg
3.20
3.20
Small Grain Overseed
I.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
63.91
0.00
8503
3
S7
Lynchburg
3.20
3.20
Common Benmudagrass Pasture
4.1 Tons
*3/15-9/30
* 154
0
0
Irrig.
154
61.51
0.00
196.85
0.00
8503
313
S7
Goldshoro
0.80
0.80
Small Grain Overseed
1.0 Tons
10/1-3/3 I
50
0
0
Irrig.
50
19.97
0.00
15.98
0.00
8503
313
S7
Goldsboro
0.80
0.80
Common Bermudagrass Pasture
4.9 Tons
*3/15-9/30
* 184
0
0
Irrig.
184
73.50
0.1)0
58.80
0.00
8503
4
S7
Lynchhurg
3.60
3.60
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
0
0.00
0.00
0.00
0.00
8503
4
S7
Lynchburg
3.60
3.60
Common Bermudagrass Pasture
4.1 'Pons
*3/15-9/30
*154
0
0
Irrig.
154
61.51
0.00
221.45
0.00
8503
4B
S7
Lynchhurg
2.50
2.50
Small Grain Overseed
I.0Tons
I(1/1-3/31
50
0
0
Irrig.
50
19.97
0.00
49.93
0.00
8503
4B
S7
Lynchhurg
2.50
2.50
Common Bermudagrass Pasture
4.1 Tons
*3/15-9/30
*154
0
0
Irrig.
154
61.51
0.00
153.79
0.00
8503
5B
S7
Lynchburg
1.10
1.10
Small Grain Overseed
1.0 Tons
10/1-3/3I
50
0
0
Irrig.
50
19.97
0.00
21.97
0.00
8503
513
S7
Lynchhurg
1.10
I.10
Common Bermudagrass Pasture
4.1 Tons
*3/15-9/30
*154
0
0
Irrig.
154
61.51
0.00
67.67
0.00
Total Applied. 1000 gallons
3.223.90
Total Produced. 1000 gallons
2,966.40
Balance. 1000 gallons
-257.50
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance. tons
0.00
Notes: I. In the tract column, - symbol means leased, otherwise, owned.
2. Symbol * means user entered data.
813998
Database Version 3.1
Date Printed: 2/29/20 12
WUT 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)
1745
6A-B
Goldsboro
0.50
1.0
1745
7A-B
Goldsboro
0.50
1.0
1745
8A-B
Goldsboro
0.50
1.0
1745
9A
Goldsboro
0.50
1.0
1745
9B
Goldsboro
0.50
1.0
1745
9C
Goldsboro
0.50
1.0
8503
1
Lynchburg
0.50
1.0
8503
1 B
Goldsboro
0.50
1.0
8503
2
Lynchburg
0.50
1.0
8503
2B
Goldsboro
0.50
1.0
8503
3
Lynchburg
0.50
1.0
8503
3B
Goldsboro
0.50
1.0
8503
4
Lynchburg
0.50
1.0
8503
4B
Lynchburg
0.50
1.0
8503
5B
Lynchburg
0.50
1.0
813998 Database Version 3.1 Date Printed 2/29/2012 IAF Page 1 of 1
NOTE: Symbol * means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number ofacres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the numberofanimals 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 ofcopper 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
Corn 120 bu
150
13.16
40.12
80.23
120.35
Hay 6 ton R.Y.E.
300
26.32
20.06
40.12
60.17
Soybean 40 bu
160
14.04
37.61
75.22
112.83
813998 Database Version 3.1 Date Printed: 02-29-2012 Sludge Page 1 of 1

rt‘
The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month ofthe 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 Tess than or equal to the design
storage capacity ofthe 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 W
Source Name
Design Storage Capacity (Days)
Start Date
Plan Year
Month
Available Storage Capacity (Days) *
* Available Storage Capacity is calculated as of the end of each month.
Date Printed: 02-29-2012 Capacity Page I of 1

(RN
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).
813998 Database Version 3.1 Date Printed: 2/29/2012 Specification Page 1

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.
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.
813998 Database Version 3.1 Date Printed: 2/29/2012 Specification Page 2

riN
15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (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.
813998 Database Version 3.1 Date Printed: 2/29/2012 Specification Page 3

rRN
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.
813998 Database Version 3.1 Date Printed: 2/29/2012 Specification Page 4

Crop Notes
The following crop note applies to field(s): 1, 2, 3, 4, 4B, 5B
Small Grain: CP, Mineral Soil, low -leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
The following crop note applies to field(s): 1 B, 2B, 3B, 6A-B, 7A-B, 8A-B, 9A. 9B, 9C
Small Grain: CP, Mineral Soil, low -leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 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 following crop note applies to field(s): 1, 2, 3, 4, 4B, 5B
Common Bermudagrass: No Comment
The following crop note applies to field(s): 1 B, 2B. 3B, 6A-B. 7A-B, 8A-B, 9A, 9B, 9C
Common Bermudagrass: No Comment
813998 Database Version 3.1 Date Printed: 02-29-2012 Crop Note Page 1 of 1

5 000 a 000
3 000
2 000 1 000
•Ra

.". ;
.• • •
1'
„!..! •
„- 11 •
•
•
• • '.4• • • . ,
• • • • •
• . 4 • 't . •
'14 r s •
•,..
r • • .•
•
• ft.
! • • •,,,.. -
r , 4 're r .1 • r r /
14 4 pi.
•'.4,
1 ..... ‘ lb",•;-„'.;•. st, I- ,, '
t ? •
i..•
.,..•-•-1i• PL. • -i• A '...%...ri.
• ''.1:••)*•.- • ... , :.1 .
r. •
; ••:'; .• • •
• . .
*,•s.
t% • /. •
Paik.:41W44•11ray,k,...'
•X'" py, .4; 4
' • '• .
. • •• • • t ••,.
- . • . •
Am'e•,..tt--. • ": • .• • • :
• .1.
•rr
11,1.f1(' t • ••
, •
, •
P!. t
11 •••.'l•
• t , •
-4; a
g' ' •P•-ta
• ;;. • " - • . • •
• ,
• t..1,,L,,/"
.1'• V
i
.•
: :Pf.fi ....
1:141:.:#•,1•'r:;4•',i.•1•.,1. i1,4.••,,j,;).,4.4..ri.4'-.'g4,.'.,:::'.',;•l'::; ,(.,';.i• i11;yr;)..:'I:.',•.1.%PI;,:e:l1:i:r:1',...;i'L'i:,;..ik:r1it"'fi.l,:PP.;'.'',*E.k,f 4.g,i•';,.1'':
,17f.:"':i•.;iJ:',i.r'''.t1!i,/iVl7i,t.1,) ;r•:f:it4iIh.:',li!f''k.''.4I./:1t'',o.f.1,,.1•;:q.11,'‘:';‘ ,):.1' .1:..1;t1::..,,.,.,:,P3ii(t!f;il:".':4f1..1.."1"r.i'4.iiii,1,.,.0 f',,f‘,,1(1i,:144;44' .,,...'1:1.41'11'-ig.a6l,''';'.,:7'.4..,.1;.'i7,,l,01.,.•:t:*4. .;.i ,i'',e1..' ,:',fi4,i2),..::f . %A.•it•',,1j:.I,,'.x•‘.)1./1l,r,:t' 'i:tkr!1:Ai:.)'1i'O41..i1,$(1 -::1It.;' l‘. :...,•;-.'i.4i1.1"I„iI:°:t:(it.')• ,SI).11.0:-.f,4,''
,:'-.i.fA..•s:•,"j...':,•1.,k.,.;....;4..•.•t)..-_...'J,:i4.'!I.,4e•.;e,f4;:::.,'!;::,.•;,::l•,i„,.
;'e'ii..1.i•1
•
.1:1::1411•
'
•4:.t'::!'1. i:.1.•..1i:..'8 .,/4.*':
i,.7.•, .';,.,'.1"
i'.:.-''.'=.'.'.i•-•;t..':i-,.1j,-r't•'-,.:t.-)--,,.1.,-.',..1,-,1..1...,%-.,-
•
..::•p..,!;.:.".4,3-•.i
:..'•t1•: •'.; ':
::---:,-..'r, 3.1,-,,./.;,./,-•..,i,:•;•/':e,'•i:ri,i1•,•i71.•;14
•i., ;1.?i:•-;I,I7i,;_t•,..LA,7
,•.,..1.,'..
',-
:8Ie•,4-"'
1'.;
''.
:
11i•1:
/i4i i•T3.47,,e.
11:..•‘1dfs14:/ 1);1441
t,(10,l::1;
I_1,a:.
• .• , >,,(
::; 1.°1:1:!':':::i;;
(rr t:A4
g4iliI
''.

8-21-1995 4.:22PM FROM
P. 2

1'
.' •`41'-ix,i-v '
.., ,. ..I. :•a:ia.K.,"::'..
ir'•,:"IN.iF,',/ '1),?.; ..i-•
.v.:v••;/,',, •,i- -,•;• ' i • .
, ,-, .a.,.., • , ; VII. ••• ':•!%'.111,Jki ''',/
". I. q IS",341.;/40.;,•
‘,.. ....4I,„ ,, ••,„ I,. 1.13:., „Al, . •
A t, lt,,S .;•, -•L• •••-•
'. ;1\• 7 '‘.1''..,:'..,',:•••:` i
,6:b.... .• 'f.,•,......,, .• •
! .
,v P,V41.4 •, - • •
.1. ... .411e' • . 1
't•-4, r
,
• VAr 'o,f,k,,,,,
' IVI ;
' i,i••! .
t'' 'I: : •
•
44
- '11- ri:j?.11, :1):Z ..; -.': ' ' :. -,.-.•?, • . . .
,..
D.r. ..1'',".44' i . ' '. 1.1 • •
, .. .,, , i ,„,!, ..,,,,,t •:, . . . ,
t• 6 '7,, ''..
'.4.4i..•.- . , ,
'Vit.. .s'i •
4714.Til,t
r; , • Sll'it; '14 f.";
• , • • •
v.
• Z.*
1`119.9014?Il:4:11Z-,
•
4 .•
i!
• . .
r'f-1
; 411.112
I .
• 1 .
J.:11
, , . ' ,,,,..,3,.. •,.
"" ' ""•4`..t1
t
21.14F
).r: F./11.1f
,lriff
ei A • I'
tii •••• ei..q., ' .„- ••••.' '.,4... i r
; i f • •• IP. i ." -1:1''
t••••-•:'
e..• ,,••;1-!1, :.•:.,t.4'
• .4(4, ' 44;
i"'fk.'114 4
-:;1
f..
•I'" i'l, ,ii.•:,:.! eft,
, ,,,,
.. •%,, , 1
•• i r; , 4. •Ii 4‘A •
)r,,,; . , 1, .;.,,,k/ . A; • ,
-.4 i • .:'10 i.v:'.',7,..•...'r 1,.;),'/..';'''•iiii?‘;
r? Vi,il $14,4:19:'1.k,':•,,,..:4!1•51, 3""
0 • • 11 s 0 .....- .,.: .A. to .1
• ' ‘./ ••,7ii..7.1-f „kit!.
,„... R . .. , •48
•,$•, ...
414•74.1. A'•

F; I1,
V.s i(
•A.
...::; ..„ .. c;.
- -\ . / to \ . N 1,�`'y t-.y, �:
P.
r...� T`
'•' ' ��} �j �. ue, 1�•' 57vj�' ,� r i' 4i}1.aZ,
i aw`. 1 0' :: �f 3 f11�4;/,
•
i%�. Yr2C:V Ji1 � :in �Y- v" "
X` C:5 At-f
3
i
',;u,� ' ' .fig?,-
T: , Yt,
'i:+,;;;�' :R,.,�;jr , : . %- ''' 3
•
Ft:
n..

Soil Map—Columbi knty, North Carolina
(Jerry .,u son)
til
34" 23' 45"
34'23'19"
695500
U
CO
rl
0
8
o r
0 695500
in
N
4.4
to
695600
695600
695700
695700
695800
695800
695900
695900
Map Scale: 1:5,840 if printed on A size (8.5" x 11") sheet
Meters
0 50 100 200 300
696900
696000
696100
696100
0
iSDA Natural Resources
imill111 Conservation Service
300 600
1,200
Feet
1,800
696200
696200
Web Soil Survey
National Cooperative Soil Survey
696300
696300
696400
696400
696500
696500
696600
696600
0,
to
696700
8
• m
8
T
• n
0
8
•n
a
w
34' 23' 44"
8
- 34' 23' 18"
896700%
lv
n
N
to
n
10/31/2011
Page 1 of 3

Soil Map —Columbus County, North Carolina
(Jerry Johnson)
MAP LEGEND
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Units
Special Point Features
vj Blowout
X
•
X
A
St
O
O
0
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
Sodic Spot
Spoil Area
Stony Spot
c3 Very Stony Spot
y. Wet Spot
i. Other
Special Line Features
Gully
Short Steep Slope
i Other
Political Features
0 Cities
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
MAP INFORMATION
Map Scale: 1:5,840 if printed on A size (8.5' x 11") sheet.
The soil surveys that comprise your AOl were mapped at 1:24,000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil line
placement. The maps do not show the small areas of contrasting
soils that could have been shown at a more detailed scale.
Please rely on the bar scale on each map sheet for accurate map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL: http://websoilsurvey.nrcs.usda.gov
Coordinate System: UTM Zone 17N NAD83
This product is generated from the USDA-NRCS certified data as of
the version date(s) listed below.
Soil Survey Area: Columbus County, North Carolina
Survey Area Data: Version 11, Jul 16, 2009
Date(s) aerial images were photographed: 6/21/2006
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.
USDA Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
10/31/2011
Page 2 of 3

Soil Map —Columbus County, North Carolina Jerry Johnson
Map Unit Legend
Columbus County, North Carolina (NC047)
Map Unit Symbol
GoA
Map Unit Name
Goldsboro fine sandy loam, 0 to 2 percent
slopes
Ly Lynchburg fine sandy loam
Ra Rains fine sandy loam
Totals for Area of Interest
Acres in AOI
19.1
29.5
14.5
63.1
Percent of AOI
30.3%
46.7%
23.0%
100.0%
(J I Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
10/31/2011
Page 3 of 3

EVERGREEN ELErTARY
9106544207
(1°44/14/03 03:S3am P. 002
noerator:Jerry Johnson II County: Columbus
Distance to nearest residence (other
1. AVERAGE LIVE WEIGHT (ALW)
O sows (farrow to finish)
O sows (farrow to feeder)
3200 head (finishing only)
O sows (farrow to wean)
O head (wean to feeder)
Describe other :
than owner) :
x 1417 lbs.
x 522 lbs.
x 135 lbs.
x 433 lbs.
x 30 lbs.
Date: 10/31/95
>1500 feet
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 432000 lbs. ALW x Treatment
Treatment Volume(CF)/lb. ALW
Volume = 432000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
O lbs
O lbs
432000 lbs
O lbs
O lbs
0
432000 lbs
Volume(CF)/lb. ALW
1 CF/lb. ALW
Inside top length (feet)
Inside top width (feet)
Top of dike elevation (feet)
Bottom of lagoon elevation (feet)
Freeboard (feet)
Side slopes (inside lagoon)
Total design volume using prismoidal
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2
3.0 3.0 3.0 3.0
AREA OF TOP
LENGTH * WIDTH =
294.0 249.0
AREA OF BOTTOM
LENGTH * WIDTH =
226.8 181.8
AREA OF MIDSECTION
LENGTH * WIDTH * 4
260.4 215.4
CU. FT. = (AREA TOP
73206.0
formula
300.0
255.0
50.6
38.4
1.0
3.0 : 1
LENGTH WIDTH DEPTH
294.0 249.0 11.2
73206 (AREA OF TOP)
41232 (AREA OF BOTTOM)
224361 (AREA OF
+ (4 *AREA MIDSECTION) +
224360.6
MIDSECTION * 4)
AREA BOTTOM]
41232.2
* DEPTH/6
1.5
Tot, firJC rfnr. 1 17,,1 "++,^
e n n A n r+TT
Trr

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
300.0 255.0 76500.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 76500.0 square feet
Design temporary storage period to be 180 days.
Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 432000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 789120 gals. or 105497.3 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculatE
the lagoon water are accounted for in 5A.
Volume =
0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall
.- 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 44625.0 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot
Volume = 47812.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 105497 cubic feet
5B. 0 cubic feet
5C. 44625 cubic feet
5D. 47813 cubic feet
TOTAL 197935 cubic feet
6. SUMMARY
Temporary storage period
Rainfall in excess of evaporation
25 year - 24 hour rainfall
Freeboard
Side slopes
Inside top length
Inside top width
Top of dike elevation
Bottom of lagoon elevation
Total required volume
Actual design volume
Seasonal high watertable elevation
Stop pumping elev.
Must be > or = to the SHWT elev.
Must be > or = to min. req. treatment el.=>
Required minimum treatment volume
Volume at stop pumping elevation
Start pumping elev. > 48.9
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 584612
Volume at start pumping elevation > 581974
Required volume to be pumped > 150122
Actual volume planned to be pumped > 148440
Min. thickness of soil liner when required==> 1.8
(SHWT)===>
DA
180
7.0
7.5
1.0
3.0
300.0
255.0
50.6
38.4
629935
632425
46.5
46.7
46.5
44.4
432000
433534
days
inches
inches
feet
: 1
feet
feet
feet
feet
cu. ft.
cu. ft.
feet
feet
feet
feet
cu. ft.
cu. ft.
feet
cu. ft.
cu. ft.
cu. ft.
cu. ft.
feet

EVERGREEN E
NTARY S106544207
4/14/03 0S:53am P. 00S
7. DESIGNED BY: � �/� APPROVED BY:
DATE:
_tooditietts.,.
cAR017.,„
4 SSio4 9
DATE: j0 p 4
ut 11/4 , 415
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN VAti•VOIA.°i1
COMMENTS:5 �Q%' l> C�r ssa
111111
/vim e
/25 4-ev /#
7:4
tv - 3
*Note: Engineering approval is for minimum design standards
and is based on pre -construction site and soils investigations.
Technical specialist shall verify soils during construction, co
with Engineer on any required modifications, and perform final
as -built certification. Technical specialist is responsible
for excavation calculations and nutrient management plan.
Technical specialist to verify with owner/operator (1) all
applicable setback distances, and (2) excavation of known
tile drains in construction area before sitework begins.

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

OPERATION & MAINTENANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially
important to manage levels so that you do not have problems during extended rainy and
wet periods.
Maximum storage capacity should be available in the lagoon for periods when the
receiving crop is dormant (such as wintertime for bermudagrass) or when there are
extended rainy spells such as the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for future wet
periods. In the late summer/early fall the lagoon should be pumped down to the low
marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to
irrigate does not leave room for storing excess water during extended wet periods.
Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of
state law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam.
Fescue or common bermudagrass are the most common vegetative
covers. The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-10-10, or
equivalent.
Brush and trees on the embankment must be controlled. This may be
done by mowing, spraying, grazing, chopping, or a combination of
these practices. This should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter
the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating
the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of
the lagoon and at least monthly and after major rainfall and storm events. Items to be
checked should include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes ---look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes

Lagoon surface ---look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment ---look for:
1. settlement, cracking, or "jug" holes
2. side slope stability ---slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a threat
of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps ---check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need or repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perform your pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not the time
to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full,
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures. The only water that should be
coming from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.

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

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.
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 drain back
into lagoon; allow sludge to dewater; haul and spread with manure spreader
onto cropland or forageland; and soil incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
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 ruptureifrom lowering lagoon liquid level below groundwater
table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large discharge
of wastewater and possible dam failure.

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 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 temporary storage pump -out of the lagoon when fluid level
reaches the elevation 48.9 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 46.7 . This temporary
storage, less 25 yr- 24 hr storm, contains 150122 cubic feet or
1122915 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 or 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.

-:=..
t o JAJ7y
•
EMERGENCY ACTION PLAN •
PHONE,NUMBERS
DWQ '1)0 595 3500
Y+MRC i CY E sI r SYSTEM 9I I •
SWCD a3 / g
NRcs 9/0 LIz 5"7o
•• This plan will be irrplernented in the event that wastes from your operation are Ie.3an&
overfowinr, or running off site. You should not wait until wastes reach sun ace waters or kyle
your property to consider that you have a problem. You should make every Fort to ensure that
this does not happen. This plan should be poked art accessible location for an erai;21fve attire
facility The following are some ac ca items you should take. • .
I. Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to some possible problems are listed below.
A Lagoon overEow—.possible solutions are:
a. Add soU to berm.. to inc: a .se elevation of darn.
b. Pump waste to fields at an acceptable rate.
c. Stop ail flows to the Lagoon immediately.
d. Cal a pux pigg cont-actor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce ruroE
d. Evaluate and eliminate the reasons) that caused the runoE
e. Evaluate the appli on rates for the feeds where runoffoccurred.
C. Lw.k : from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop Trion pump.
c. Close valves to eliminate farther dischzr e.
d. Repair all leaks prior to restarting pumps.
•

D. Lerge from flush systems, houses, solid separators -action include:
a. Stop reryc=e pomp.
b. Stop iriz. *on pump.
c. Make sure ao siphon occurs.
d. Stop all Mows in the house, flush systems, or solid separators.
e. Repa•:r an leaks prior to restarag pumps.
E. Le kr?e from base or sidewail of lagoon. Often this is seepage as opposed to flowing
leas -possible action:
a. Dig a small wen 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 fill holes and
compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon botom as soon
as possible.
2. Assess there te.;t of the spill and note any obvious damages.
a. Did the waster 'each any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spat Ieave the property?
e. Dees the spill have the potential to reach surface waters?
£ Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How vouch reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality) regional ofiice;
Phone I i 5 After hours, emergency number. q 1 j 73 3 39 tzt, Your phone tail
should include: your name, facility, telephone number, the details of the incident from item
2 above, the exact loci -don of the facility, the location or direction of movement of the spy
• weather and wind conditions. The corrective measures that have been underfa --nand the
seriousness of the sit.tadon.
b. If spill lever property or enters surface waters, call local EMS Phone number 91 I.
c. Instruct EMS to contact Ioczl Health Department
d. Contact CES, phone number 1 4.:4 'FM, local SWCD office phone number
ai 12 ? 3 '-/Y and local NRCS oEce for advice/technical assistance phone number
J
4. If none of the above works, call 911 or the Sheriffs Department and explain your problem to
them and ask that person to contact the proper agencies for you.

5. Conti= the watractor ofyour choice to bet repair of problem to minimize a arz
*o&-a_ 'mil L(_ //J off -site" G
a. Coatrac ors Name:
b. Coatracors Address:
c. Contractors Phone:
6. Contac` the tecnicai spTaist who c-_. aed the Iagoort (NRCS, Consulting Fst ' eer
a. Name:
b. Phone:
/AJ So,.) 4R.CC-7
eta Z9c, o
fib 9!o 5o ?7o3
7. Iplemeat procures as advised by D WQ and technical assis`ance agencies to rectuy the
air the system, and reassess the waste management plan to keep problems svirt t
release of wastes from happening again.
•
•

• blush Gutters • Accumulation of solids
I.IUnuns and fits
• Crnsts:II iulidi
Excessive Vegetative • Decoying vegetation
tit�ct�•Ilt
t'
0
i\1ortallty 11•Ianagcrnclit'Methods
(check which method(s) are be:irt implemented)
Burial three feet beneath the surface of tltc n '
knowledge The
�rourid within ?=1 Tours after
_c of the death. 1 he burial must be at least 300 feet from l ny flowing
stream or public body of water.
Rendering at a render -in!! plant licensed under G.S. 106-163.7
0 Complete irncincration
0 In the case of dead poultry only, placinu in a disposal pit of a size and'dc
approved by the Department of Agriculture design
0 Any lnctltod which in the professional opinion of the State Veterinarian would
ntakc possible the s:tl�►a�,old
I salvage of part of a dead animal's value without cndanscrin«
human or animal health. (Written approval of the: State Veterinarian must be
attached)
Insect Control Checklist for Animal Operations
- Cuuse 1lt111's lu Cuiitr it tl
Inr�rls , Specific Specific I'rncticcs
Liquid) Systems
0 Musk system is designed rind operated
sufficiently to remove nct:utttul;ctecl scclicls fret»
Cullers its designed.
U Remove bridging of acctttuttlalccl sulicls pl
l+Iis ,Icnrgu
Miiintuin lugonns, settling busies and Fits tivlccru
pest breeding is apparent to minimize Ilse
crusting ofsolitls ton depllt ufno more than 6 -
II incites over More Ihnul 30% afstu•fitce.
I Maintain vegetative contul along honks or
lagoons noel other impoundments to prevent
nccutunI;IlIun or decoying vegetative smaller
alum; tvutct's edge un impoundment's perimeter.
ti

•
I •�; •
•
•
Swine Farm Waste Management
J �� Odor Col�it•ot Checiclisl
Sei 1 �y..r .r.�r.re!!. W.•.. .
1 ae: CeeatSe 1100.0711111 es., �.- ... '"""""
I1h11' •c1
I illII/ II/Willi • Swim l,iutlucliuu �( Site: SIMI:11e PracticestiPracticesIn Minimize (•)elnr
N
Animal burly sin
I�lee�,sin laces
• Ditty manure-covcreel animals
hl;uulre callecliun hits
Vcnttl.111a11 •
eNI1;tusi rains • Volatile g;tses;
lneluur surfaces
Flush tanks
Mush alleys
Pit Ic1:hurge'mints
I.III staIiiui
ntllsitlu drain collection
ur Juin:titttl boxes
Dust
• Dust
• Wei uuuturc-covered floors
L
C1
egelniivc or wooded bufli:1s;
Ilccollllllcllticd best management practices;
Good Judgment and common sense
I)ry floors
X1 'Aimed floors;
W;Ilerers lucaictl uvcr shined floors;
Feeders ul high cntl of solid floors;
Scrape manure buildup from floors;
Cl Underfloor vcuiilntiolt fur drying
• thine;
heelueni mature removal byflush
•
ei�,I microbial _t - • •on or scrape;
CI Underfloor ventilation
•
• Ai;iltlliltll of recycled l;Igao11
liquid tivllile lullks are filling
• Agii;tliult during wash:water
conveyance
• Agitation of recycletd lagoon
liquid Mani (tits are filling
• A gilaiiun Hum big sump tank
IiIIIII� and drinvduwu
• Agilaiitllt dining wastewater
Ct111veyallcu
Ah1CJC • 1•ltrvulultcr Ile 1996, 1'uuu 3
f/ an maintenance;
:fIICICIII 111r movement
Wuslitluwn between gruttlts of unbinds;
0 Feed additives;
0 Feeder covert;
CI - Neil delivery ihnvltsltutli cxtc1111ers Itl I•eetler
coVCrS •
L7 1:111s11 lank covers;
CI !Wend fill lilies to near bottom ofl;tnl:s with
111111-si 111n1I vents
C1 Underfloor flush %vitll underfloor vculil;tlinn
CI lixientl lee:larl;e lilies It) near tutltettn ul'ltiis
tviiIi mill-siltll m vciils
CI Sump Wilk covers
CI flux covers
•
•,
•
••
•
•
•
•

End of drainpipes ul
!'good
I.tagoun sua fuccs
lariguliun sprinkler
nozzles
:;Ion�l;e I;n(k ur I,;rsln
surface
Settling basil' mil face
hioome, sInfry or'sludge •
spreader outlets
Uncovered imlarinre,
slurry or sludge on field
sus faces
I)cad nniul;als
I)cu,I minim! disposal
pits
Inciucm;atums
*Soong: y— .e.....r..
Cuusc
• Agitation during wastewater
cmrlvcynl1cc
• Volatile gns emissions;
• Iliuloglcnl mixing;
• Agitallwn
• I liglr pressure ugitatito;
• Wind grin
Nodal microbial decomposition;
• Ivllxing while filling;
• AgllaIIon %vkcn emptying
• I';nlial microbial decomposition;
• Mixingwhile filling; •
• Agil;lilo11 when Cnll)iyirtg
Agitation when sprending;
Volatile gas emissions
Volatile gas emission Is while
drying
• Carcass tletttIIlrosillnll
- Cul Bass decomposition
• Incomplete combustion •
AMOC - November 11, 1996, Page .l
IIXICIIII (Ii5Cllarga !Milli of pipes underneath
Injoon liquid level
Proper Iacono liquid cnlulcily;
/Coated lagoon Multi!) procedures;
-- IIviininuull surface men -to -volume rrlllo;
,1=1 1vlinl lllllll ll(;IIilI1011 W11C11.111111111II1g;
CI Ivlct:hauled aeration;
1:1 Proven Iliologierd uddillvcs
/1-1 hi iguiu till dry days with little or no wind;
•Iv1111iIIIlllll recommended ()pernllllg liresstnc;
unalr intake hcar 1;lcoon liquid surface;
Cl Pomp front second -singe lagoon
Cl Motion' or midlevel loading;
El 'funk covers;
Cl (lush' surface Innis of solids;
Cl Proven biological additives or oxidants
C1 Extend (hu(npipe mullets underr(cnIII liclni(1
level;
n Remove settled solids regularly
Cl Soil injection ufslutry/slmdgcs;
CI Wusll.residual Immure front spreader idler use;
Cl Proved biological additives or oxidants
El Soil injection 01'31mry/sludges
CI Soil incorporllli(nl within'111 hrs.;
CI Spread in Ilan uniform layers for rapid (frying;
CI Proven biological additives or oxidants
Proper disposition (f cnrc;lsses
Cl Complete covering of Carcasses in Ionia! hits;
C1 Proper locnliou/crnsintetion ufdisposal pits
11111's 1 u 1111 n 1 n 1 f l c Odor
�.,.,.�.,....�<—.........�...Y . Its ...II, t. ,. •..._,,........,,•- �.--...
:file ;illl`l'IIIC I'I'aCIICCY
C1 Secondary stack limners

•
Stiui•cr
Standing hill ati111111l
IucililiLs
hi::llurt: tracked onto
public mulls li nta frtrttt
access •
Additional ltlforntntion :
Swine Manure hlarragctticut ; 02011 IltticlllMP Packet ,
Swine Production Punts Potential Odor Sources anti Remedies : 1 1)AIr
Swint Production Facility Mrrnura MattngcIs1ctlt: Pit Recharge - LagoonI realet Sheet ; .
Swine Production Facility Manure MttlltrgclltCttl: Underfloor Plush 7 rc.•ltrrtcttl I:UAIi 120-811
Lagoon Design Land hlanagement fur Livestock Manure Trenttttc It mid
Lagoon I rcnlr11ct11; 03-83? 129-88
Calibration of Mrltmre null Wnstetvatcr Application Equipment ; r1�MMA StorageS
•1 l.IlA1. 11I]-ll]
Controlling Odors from Swim: Ilttlldings ; I'II I-]] Pact Street
!Environmental Assurance Program ; NI'I'C Manual
()minus for Alanuglrlg Odor: rs report from litc Stvlitc Odor Tusk Pnrc
Nuisance Concerns in Animal Manure Management: Odors mid Flies • ; a �
IIt.S! I101p7, 199S Conference Proceedings
Cuuso
• Imp, °per drainage;
• Microbial dccoutposilion of
organic mutter •
• Poorly maintained access roads
1I1111's In 111irdmIcc maul
Cl Cirarle and landscape such Ural water drains
away from facilities
U
e'tit11 access roar) unlitttt:tlailca
•
•
,,. ARK; • November I I, 1996, Page 5
•
••
•
• • •
• •
•
•
Sal Slrrrlllc 1'1attires
•
Avnllnble Prom : •
NCSI1, County Extension Center
NCS11- IIAI!
NCSII - IIAI's
NCSII - 11AIi
l•iCSl1- IIAIi
NCS1) -11AI!
NCSII - Swint Extension
NC Polk Producers Assaf:
NCS11 Agri Crmltltttnlcntinns
Florida Conpl:rntivu Extension
•
• •
•
ti
•
y=
•
•.1 i
.• •
• •
• •
• 1�
• •
i• .
• •
• 1i
•
• •i
•
• •
•
• •
,•
• tt
•
• '.
•. t
• •• •
•