310757_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 31-0757 Certificate Of Coverage Number: AWS310757
2. Facility Name: Buck Olsen Farm
3. Landowner's Name (same as on the Waste Management Plan): George Daniel Olsen
4. Landowner's Mailing Address: 2659 S NC Hwv 41
City: Chinquapin State: NC Zip: 28521
1130
Telephone Number: 910-285-8268*Ext. E-mail:
5. Facility's Physical Address: 1249 Cypress Creek Rd
City: Wallace State: NC Zip: 28466
6. County where Facility is located: Duplin
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
10. Operator Name (OIC): George Daniel Olsen Sr. Phone No.: 910-285-2768 OIC #: 985140
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine - Feeder to Finish 3,200
Operation Types:
Swine Cattle Dry Pouttry 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,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
#1
z/zz/tr
Ctt`,
g lrA qG V
82,764.00
19.50
...--"1-
/
.81,74d All.
,49.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal .
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil ,penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: &C0t.Q JJ i Oise Title: V'
xx 54.E
Signature: a U� Date:
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR .
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636'
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

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
El El 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.
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.
ElEl Complete incineration according to 02 NCAC 52C .0102.
CI. El A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
CI El In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
El
El Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
/-\
Signature of Farm Owner/Manager
Date
`3-a,/-19
Signature of Tet"Tinical Specialist Date

Nutrient Management Plan For Animal Waste Utilization
10-27-2004
This plan has been prepared for:
Buck Olsen Farrn(31757)
George b Olsen
2659 South NC 41
Chinquapin, NC 28521
910-285-7730
This plan has been developed by:
Billy W Houston
Duplin Soil & Water
PO Box 219
Kenansville, NC 28349
910-296-2120
Develo / 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 tht
farm named above. I have read and understand the Required Specifications concerning animal
waste management that are included with this plan.
91r.-d
h) z41.014
Signature (owner) Date
Signature (manager ar 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:
/o.211
Teclmica Specialist Signature ate
677094 Database Version 3.1 Date Printed: 10-27-2004 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 180 days.
•
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
6832
Incorporated
11734
Injected
12922
Irrigated
7426
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
7,426
7955
-529
3,177,465
-211,065
Note: In source ID, S means standard source, t' 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.
677094 Database Version 3.1 Date Printed: 10-27-2004 Source Page Page 1 of 1

Narrative
This WUP is written based on irrigation information and calculations furnished by Mainor Tile And
Irrigation(see attached). All pulls are within nonwetland areas as delineated and approved by The Army
Corps of Engineers.
If grazed the PAN amounts in the WUT will be used for waste application calculations. If Not Grazed the
rates for waste application may be as follows, based on soil types and maximum allowable PAN
amounts(see attached Preview WUT).
Soil Type PAN Rate
Foreston 3 001bsN/Ac
Goldsboro 3251bsN/Ac
677094 Database Version 3.1 Date Printed: 10-27-2004 Narrative Page Page 1 of 1

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland needed to use
the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements, and proper timing of applications to
maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other by-products,
commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the indicated quantity
of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides
for the utilization of the manure generated by the operation.
Waste Utilization Table
Year I
Tract
Field
Source
II)
Soil Series
Total
Acres
use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
I'A
Nutrient
Req'd
(lbs/A)
Comm.
Fen.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
'Ions
1000 gals
tons
72142N
1
S7
Foreston
3.88
3.88
Small Grain Ovcrsced
1.0 Tons
10/1-3/31
50
0
0
lrrig.
50
19.97
0.00
77.49
0.00
72I42N
1
S7
Foreston
3.88
3.88
Hybrid I3crmudagrass I lay
6.0 Tons
*3/1-10/31
*300
0
0
Irrig.
300
1 19.83
0.00
464.95
0.00
72142N
2
S7
Foreston
5.09
5.99
Small Grain Ovcrsced
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.(N)
119.63
0.00
72I42N
2
S7
Foreston
5.99
5.99
Ilybrid I3crmudagrass Hay
6.0Tons
*3/1-10/3I
*300
0
0
brig.
300
119.83
0.00
717.80
0.00
72142N
3
S7
Foreston
5.99
5.99
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
119.63
0.00
72142N
3
S7
Foreston
5.99
5.99
Ilybrid I3crmudagrass Ilay
6.0 Tons
*3/1-10/31
*300
0
0
Irrig.
300
1 19.83
0.00
717.80
0.00
72I42N
4
S7
Foreston
3.77
3.77
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.(8)
75.30
0.00
72I42N
4
S7
Foreston
3.77
3.77
Hybrid I3crmudagrass Hay
6.0 Tons
*3/1-10/31
*300
0
0
Irrig.
300
119.83
0.00
451.77
0.00
72I42N
5
S7
Foreston
2.34
2.34
Small Grain Ovcrsced
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.011
46.74
0.00
72I42N
5
S7
Foreston
2.34
2.34
Ilybrid 13ermudag ss Ilay
i.0 To
*3/1-10/3I
*300
0
0
Irrig.
300
119.83
0.00
280.41
0.00
72142N
6
S7
Goldsboro
1.04
1.04
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
20.77
0.00
Small Grain Overseed
1.0 Tons
72142N
6
S7
Goldsboro
1.04
1.04
Ilybrid I3crmudagrass Ilay
6.5 Tons
*3/1-10/31
*325
0
0
Irrig.
325
129.82
0.00
135.01
0.00
72142N
7
S7
Goldshoro
2.09
2.09
Small Grain Ovcrsced
1.0 Tons
10/1-3/3I
50
0
0
Irrig.
50
I9.97
0.00
41.74
0.00
72I42N
7
S7
(oldshoro
2.09
2.09
IIyhrid I3crmudagrass Ilay
6.5 Tons
*3/I-10/31
*325
0
0
Irrig.
325
129.82
0.00
271.32
0.00
72142N
8
S7
4 inldshoro
3.65
3.65
Small Grain Overseed
1.0 Tuns
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
72.90
0.00
72I42N
8
S7
(inldsburo
3.65
3.65
Hybrid I3crmudagrass Ilay
6.5Tons
*3/I-10/31
*325
0
0
Irrig.
325
129.82
0.00
473.84
0.00
Preview
Database Version 3.1
Date Printed: 10/27/200A
WI1•I' Page Pa+'•• oft

Waste Utili: Table
Tract
Field
Source
11)
Soil Series
Total
Acres
Ilse.
Acres
Crop
RYti
Applic.
Period
Nitrogen
PA
Nutrient
Rcq'd
(lbs/A)
Comm.
Fen.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
Manumit
pplicd
(acre)
Solid
Manure
Applied
(acre)
liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
l on,
1000 gals
tons
Total Applied. 1000 gallons
4,087.08
.,;c... ,;' ;;' ,
Total Produced. 1000 gallons
2,966.40
Balance. 1000 gallons
-1,120.68
, .^f+:..•
Total Applied. tots
0.00
'Total Produced. tons
0.00
Balance. tons
0.00
Notes: I. In the tract column, — symbol mcans !cased, otherwise, owned.
2. Symbol * means user entered data.
Preview Database Version 3.1 Date Printed: 10/27/2004 WI IT Page Page 2 of 2

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
Uscable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
72142N
1
3.88
, 3.88
N/A
Foreston
Small Grain Overseed
r
1.0 Tons
Hybrid Bermudaerass Pasture
6.0 Tons
72142N
2
5.99
5.99
N/A
Foreston
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.0 Tons
72142N
3
5.99
5.99
N/A
Foreston
Small Grain Overseed
1.0 Tons
Hybrid Bennudagrass Pasture
6.0 Tons
72142N
4
3.77
3.77
N/A
Foreston
Small Grain Overseed
1.0 Tons
Hybrid Bermudaurass Pasture
6.0 Tons
72142N
5
2.34
2.34
N/A
Foreston
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.0 Tons
72142N
6
1.04
1.04
NA
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bennudagrass Pasture
6.5 Tons
72142N
7
2.09
2.09
N;A
Goldsboro
Small Grain Overseed
1.0 Tons
Elybrid Bennudagrass Pasture
6.5 Tons
72I42N
8
3.65
3.65
N/A
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.5 Tons
PLAN FOTALS:
28.75
28.75
::...Ll `:
: Potenilal Lc'ucI:!ng ; .....:
•
. . Tcchrrical:Guiclufic ...•
< 2
Low potential to contribute to soluble
nutrient leachine below the root zone.
None
>- 1 R
<= 10
Moderate potential to contribute to soluble
nutrient leachine 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
arc Cover Crops (340) to scavenge nutrients. Sod -Based Rotations (328). Long -Tema No -Till t 778).
and edge-offield practices such as Filter Strips (393) and Riparian Forest Butlers (391).
677094
Database Version 3.1 Date Printed l0 27 2004
PCS Pace Pace 1 of 1
NOTE: Symbol * means user entered data.

The Was._ tilization table shown below summarizes the waste utilization plan for this peration. This plan provides an estimate of the number of acres of croplan needed to use
the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements, and proper timing of applications to
maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other by-products,
commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the indicated quantity
of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides
for the utilization of the manure generated by the operation.
Waste Utilization Table
Year 1
'tract
Field
Source
1I)
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
APPIic•
Period
Nitrogen
PA
Nutrient
Req'd
(Ibs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(Ibs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
IOW
gal/A
Ions
1000 gals
tons
72I42N
1
S7
Foreston
3.8H
3.88
Small Grain Overseed
1.0 Tons
I0/1-3/31
50
0
0
Irrig.
50
19.97
0.00
77.49
0.00
72I42N
1
S7
Foreston
3.88
3.88
hybrid t3crmudagrass Pasture
6.0 Tons
*3/1-10/31
*225
0
0
Irrig.
225
89.87
0.00
348.71
0.00
72I42N
2
S7
Foreston
5.99
5.99
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
119.63
0.00
72I42N
2
S7
Foreston
5.99
5.99
Hybrid Bermudagrass Pasture
6.0 Tons
*3/1-10/31
*225
0
0
Irrig.
225
89.87
0.00
538.35
0.00
72I42N
3
S7
Foreston
5.99
5.99
Small Grain Oversced
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
1 19.63
0.00
72142N
3
S7
Foreston
5.99
5.99
Hybrid Bermudagrass Pasture
6.0 Tons
*3/1-10/31
*225
0
0
Irrig.
225
89.87
0.00
538.35
0.00
72142N
4
S7
Foreston
3.77
3.77
Small Grain Oversced
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
75.30
0.00
72142N
4
S7
Foreston
3.77
3.77
I lyhrid Bermudagrass Pasture
6.0 Tons
*3/1-10/31
*225
0
0
Irrig.
225
89.87
0.00
338.83
0.00
72I42N
5
S7
Foreston
2.34
2.34
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
I9.97
0.00
46.74
0.00
72I42N
5
S7
Foreston
2.34
2.34
I lyhrid Bcrmudagra.s Pasiurc '
6.0 "Pons
*3/1-10/31
*225
0
0
Irrig.
225
89.87
0.00
210.31
0.00
72I42N
6
S7
Goldsboro
1.04
1.04
Small Grain Overseed
1.0Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
20.77
0.00
72142N
6
S7
Goldsboro
1.04
1.04
Ilyhrid Bermudagrass Pasture
6.5 Tons
*3/1-10/31
*244
0
0
(trig.
244
97.46
0.00
101.36
0.00
72I42N
7
S7
Goldsboro
2.09
2.09
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
11.110
41.74
0.00
72I42N
7
S7
(ioldsboro
2.09
2.09
llybrid Bermudagrass Pasture
6.5 Tons
*3/1-10/31
*244
0
0
Irrig.
244
97.46
0.00
203.70
0.00
72142N
8
S7
(ioldsboro
3.65
3.65
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
(1.0(1
72.90
0.00
72142N
8
S7
(ioldsboro
3.65
3.65
Hybrid 13crmudagrass Pasture
6.5 Tons
*3/1-10/31
*244
0
0
Irrig.
222
88.68
(1.01)
323.67
0.00
677094
Database Version 3.1
Date Printed: 10/27/2004
Wll'I' Page Page I of 2

Waste Utilization Table
Year 1
Tract
Field
Source
11)
Soil Series
Total
Acres
Ilse.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(Ibs/A)
Comm.
Fert.
Nutrient
Applied
(Ibs/A)
Res.
(Ibs/A)
Applic.
Method
Manure
PA
NulrientA
pplied
(Ibs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tuns
1000 gals
tons
Total Applied, 1000 gallons
3,177.47'::.'
Total Produced, 1000 gallons
2,960.40
.w
Balance, 1000 gallons
-211.07
; "»
Total Applied. tons
_ -
0.00
Total Produced tons
< 3 a.
0.00
Balance. tons
.:a'', ;'fC
0.00
Notes: I. In the tract column, — symbol means (cased, otherwise, owned.
2. Symbol * means user entered data.
67700 Database Version 3.1 Date Printed: 10/27/20)
WI ►'I' Page I'.
7 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)
72142N
1
Foreston
0.50
1.0
72142N
2
Foreston
0.50
1.0
72142N
3
Foreston
0.50
1.0
72142N
4
Foreston
0.50
1.0
72142N
5
Foreston
0.50
1.0
72142N
6
Goldsboro
0.50
1.0
72142N
7
Goldsboro
0.50
1.0
72142N
8
Goldsboro
0.50
1.0
677094 Database Version 3.1 Date Printed 10/27/2004 IAF Page Page 1 of 1
NOTE: Symbol * means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge utilization
for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source, the number of
animals in the Facility and the plant available nitrogen application rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out, this
material must be utilized for crop production and applied at agronomic rates. In most cases. the priority nutrient is nitrogen but
other nutrients including phosphorous, copper and zinc can also be limiting. Since nutrient levels are generally very high,
application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be used for sludge
application. If this is not possible, care should be taken not to load effluent application fields with high amounts of copper and zinc
so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes, phosphorous is a
concern. Soils containing very high phosphorous levels may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
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
677094 Database Version 3.1 Date Printed: 10-27-2004 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
Source Name
S
Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days) *
1
1
70
1
2
56
1
3
71
1
4
73
1
5
74
1
6
76
1
7
77
1
8
78
1
9
112
1
10
159
1
11
136
1
12
112
* :available Storage Capacity is calculated as of the end ufeach month.
677094 Database Version 3.1 Date Printed: 10-27-2004 Capacity Page Page 1 of 1

Required Specifications For Animal Waste Management
I. 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.
677094 Database Version 3.1 Date Printed: 10/27/2004 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.
677094 Database Version 3.1 Date Printed: 10/27/2004 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.
677094 Database Version 3.1 Date Printed: 10/27/2004 Specification Page 3

Crop Notes
The following crop note applies to field(s): 1, 2, 3, 4, 5, 6, 7, 8
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, 2, 3, 4, 5, 6, 7, 8
Bermudagrass CP, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind.
For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a rate of
30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions.
Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row. For
broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium
and nucronutrients to apply preplant and for annual maintenance. Apply 60 to 1001b/ac N in the
establishment year in split applications in April and July. For established stands apply 180 to 240 lb/ac N
annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates
by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and
Forages in North Carolina for more information or consult your regional agronomist or extension agent for
assistance.
677094 Database Version 3.1 Date Printed: 10-27-2004 Crop Note Page Page 1 of 1

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A-''=+ L W-S E NAN.ZG `�..1' PLAIT c B.TIyICA ION POR NEW Ok SZPA.ND$D PS?.DLOTS
-Pease =st x== the cc=plated form to the Division of Environmental Haragemant at
the address on the reveraa side of this form.
rame of fair (Please prii t) : ,46 ' e OI 4J �/T' ..1L.
Address: r' ?t (,S4• AIC 41 -
61-1,44Li P,ii el/? 24PkZ Phone No.:, /O_ 77-'1•7 .3v
County • 4/ 4/
Farm location: Latitude and Longitudes .2 A0. / •.#Z'QQ (required) . Also,
please attach a copy of a county road trap with location identified.
Type of operation (swine, layer, dairy, etc.) :_,SIAUj AJi J
Design capacity (number of animals) : 34 co
Average size of operation' (12 month population avg.) : :TZAA . _ -
Average acreage needed for land application of waste (acres) : 3�
==============================================================================
Technical Specialist Ca_ tification
As a technical specialist designated by the North Carolina Soil and Water
Conservation Commission pursuant to 15A NCAC 6F .0005, I certify that the new or
expanded animal waste management system as installed for the fax= named above
has an animal waste management plan that meets the design. construction,
operation and maintenance standards and specifications of the Division of
Environmental Management and the USDA -Soil Conservation Service and/or the North
Carolina Soil and Water Conservation Commission pursuant to I5A NCAC 2H.0217 and
15A NCAC 6F .0001-.0005. The following elements and their corresponding minimum
Gritz= i i+au _been_yerif ied by me or other designated technical specialists and
are included in the plan as applicable: minimum separations (buffers) ; liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; adequate
quantity and account of land for waste utilization (or use of third pa= =y) ; access
or ownership of proper waste application equipment; schedule for timing of
applications; application rates; loading rates; and the control of the discharge
of pollutants from stornwater runoff events less severe than the 25-year, 24-hour
storm.
•- of Technical Specialist (Please Print) :
_=filiation: n '.i)uai.; AP' (f..J IA1,4 /A/ri
Address (A-*- •�: h Foy ' 7 le)ik .C.rr.4i A/C
Signatur •
Phone No. AriE.L Z9 3 - 336,90
Date: 4- 2 7 - CS -
rids a ass=ass=saaasaasaaszaaa=ass==saassa:ss=ssat sit sataa
owner/Nanagas - eaaez t
I (we) understand the operation and. maintenance procedures established in the
approved: animal waste management plan for the farm named above and will implement
these procedures. I (we) know that any additional expansion to the existing
design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) also
understand that there must be no discharge of animal waste from this system to
surface waters of the state either through a man-made conveyance or through
runoff from a storm event less severe than the 25-year, 24-hour storm. The
approved plan will be filed at the farm and at the office of the local Soil and
Water Conservation District.
Nara of T.aztd Own ' - (Please Print):
Signature. -
Nana
of M.aga;, rf different
LC 1,1I% c . 0L_S elY
Date:
from owner (Please print):
Signature: • Date:
2,211A: A change in land ownership requires notification or a new certification
(if the approved plan is changed) to be submitted to the Division of
Environmental Management within 60 days of a title transfer.
DEM USE ONLY : Ac E•r7

�/za/9.5
BROWN'S
OF CAROLINA
BC OLSEN - GROWER #273 -.'ire.2r
4 (800) FINISHING HOUSES
STATE ROAD #1828 - DUPLIN COUNTY
DIRECTIONS: FROM CHINQUAPIN, TAKE HIGHWAY 50 SOUTH TOWARD
CYPRESS CREEK. CONTINUE STRAIGHT ONTO STATE ROUTE #1828 WHEN
HIGHWAY 50 BEARS RIGHT. AFTER APPROXIMATELY 5 MILES FARM WILL BE
ON LEFT, JUST BEFORE CYPRESS CREEK.
MAILING ADDRESS:
BUCK & CHRIS OLSEN
2659 S. NC 41
CHINQUAPIN, NC 28462
HOME: [phone]
WORK: [phone]
5
SHIPPING ADDRESS:
BUCK & CHRIS OLSEN
STATE ROUTE #1828
CHINQUAPIN, NC 28521
BROWN'S OF CAROLINA. INC.
303 EAST COLLEGE STREET • P.O. BOX 487 • WARSAW, N.C. 28398-0487 • OFFICE: [phone] • FAX: [phone]

Operator:BC Olsen County: Duplin
Date: 02/22/95
Distance to nearest residence (other than owner): >1500 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs.
O sows (farrow to feeder) x 522 lbs.
3200 head (finishing only) x 135 lbs.
O sows (farrow to wean) x 433 lbs.
O head (wean to feeder) x 30 lbs.
Describe other :
Total Average Live Weight
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
O lbs
0 lbs
432000 lbs
0 lbs
O lbs
0
432000 lbs
Volume = 432000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 432000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet) 460.0
Inside top width (feet) 180.0
Top of dike elevation (feet) 54.4
Bottom of lagoon elevation (feet) 42.4
Freeboard (feet) 1.0
Side slopes (inside lagoon) 3.0 : 1
Total design volume using prismoidal formula
SS/END]. SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 454.0 174.0 11.0
AREA OF TOP
LENGTH * WIDTH =
454.0 174.0
AREA OF BOTTOM
LENGTH * WIDTH
388.0 108.0
78996 (AREA OF TOP)
41904 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
421.0 141.0 237444 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
78996.0 237444.0 41904.0 1.1

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
460.0 180.0 82800.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 82800.0 square feet
Design temporary storage period to be 180 days.
5A. 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 =
Volume = 0.0 cubic feet
0.0 gallons/day * 180 days storage/7.48 gallons
per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation p by largest amount.
180 days excess rainfall
= 7.0 inches

Volume = 7. in * DA / 12 inches per f t
Volume = 48300.0 cubic feet
erN
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 51750.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 105497 cubic feet
5B. 0 cubic feet
5C. 48300 cubic feet
5D. 51750 cubic feet
TOTAL 205547 cubic feet
6. SUMMARY
Temporary storage period > 180 days
Rainfall in excess of evaporation > 7.0 inches
25 year - 24 hour rainfall > 7.5 inches
Freeboard > 1.0 feet
Side slopes > 3.0 : 1
Inside top length > 460.0 feet
Inside top width > 180.0 feet
Top of dike elevation > 54.4 feet
Bottom of lagoon elevation> 42.4 feet
Total required volume > 637547 cu. ft. *
Actual design volume-- > 656964 cu. ft. *
Seasonal high watertable elevation (SHWT)==> 48.4 feet
Stop pumping elev. > 50.5 feet *
Must be > or = to the SHWT elev. > 48.4 feet
Must be > or = to min. req. treatment el.=> 48.4 feet
Required minimum treatment volume > 432000 cu. ft.
Volume at stop pumping elevation > 443427 cu. ft.

Start pumping el .` . - 52.7 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 605214 cu. ft.
Volume at start pumping elevation------- -----> 602586 cu. ft.
Required volume to be pumped------------ _ => 153797 cu. ft.
Actual volume planned to be pumped- ---------------> 159158 cu. f t . *
Min. thickness of soil liner when required==> 1.8 feet
7. DESIGNED BY:
DATE:
NOTE: SEE ATTACHED WASTE
COMMENTS:
,ecARot
DATE:
to iissi, 4;. '� s
SIt
UTILIZATION PLAN
#..4)41;?`"^"c,..4?\•
APPROVED BY:
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EXC = la) 4-47 CY
FILL = PAD 3b ° CY
DIKE 3.03 CY
8 9�3
-� 1 o%, r98
TOTAL: gii CY
COMPUTATIONS BY: AVM
n141i 1 D/JS - .SD. -
TYPICAL X—SECTION
SEE NOTE 3
l/ •
•.: ,
SEE NOTE. 2
NOTES:
1) ALL WEAK MATERIAL TO BE OVERCUT
AND DACKFILLED AND COMPACTED.
THICKNESS OF LINER DEPENDS ON OVERALL
DEPTH. LINER FOR TIIIS LAGOON TO BE f S '
2) DIKE BEHIND OLDGS TO BE MIN. 0.6' .
(HIGHER THAN OTHER PLANNEDELEV.
3) WALK AND LOADING. AREA TO BE BUILT 1.5' ABOVE LOW
END PADS. BUILD 6' WIDE CONTIN., 7' FROM REAR OF DLDCS;
FILL TO OI.DGS 0E10 ')UIP MOVES OUT (WORK TO BE
COORDINAICU W/ Bt. , ONTRACTORS).
. TBM ELEV. 50.00'
NAIL IN:_ 1.dge-4v7 s
of pi4Z6
5 4L ' �
•

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
method of disposal.
center pivot, guns,
taken when applying
waste water is recognized as an acceptable
Methods of application include solid set,
and traveling gun irrigation. Care should be
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 52.7 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 50.5 . This temporary
storage, less 25 yr- 24 hr storm, contains 153797 cubic feet or
1150404 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.

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 compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
(0011N 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 1.8 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 the 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 EXISTING 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.

U. 3. ue a UIICA L o r by ri cu i u.0 r a
Soil Conservation Service
September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
ndowner XC (,%S�it� • • ' • ' • " County ' j2voG/x./
Community or Group:No.'
• Conservati ore PI an No.
•
Estimated Depth of Wateir to Top. of Dam • 1 Ft. Length of Flood Pool 4160 Ft.
Date of Field Hazard Investigation a- a� -fS
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
•
: :. Est.. ETev . :Est. Elevation
•
: : ' ' ' Kind of : Improvements : of Breach
Reach: Length: Width: Slope: Land. Use : Improvements : Above :Floodwater Above
•
: - . : Flood Plain: Flood Plain
: Ft. : Ft. : % : : : Ft. Ft.
•
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach
eit/T,/t/_ ,k Lass OF L/A-&-' G,L $ 1k 7V,'t3
Hazard Classification of Dam ) b, c) (see NEM-Part 520.21)
Dam Classification (1, II, III,
By
V)
name}
Concurred Byi°.
(nfr
ti tl e)
(title)
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date 2_ �S
Date 9 9�-

ANIMAL WASTE HANAG3M. I: PLAN CERTIFICATION FOR NEW OR ss PANDRD FEEDLOTS
Please retu.=n the ccaplated. form to the Division of Environmental Ziaragamant at
acha add=eaa on the revasaa side of this form.
.Jame of farm (Please print) : ? 015-eV
Address. kGS �J" • W 4l
Cjfi/JQw}P;o j el/1 7t344,a Phone No.
CouityA!_
Farm location: Latitude and Longitude / .,� .,,�0., '41Z (Je (required) . Also,
please attach a copy of a county road map with location identified.
'hype of operation (swine, layer, dairy, etc.) : SiU, h=
Design capacity (number of animals) : 34 oo
Average size of operation- (12 month population. avg.) : :34;,0_0.
Average acreage needed for land application of waste (acres): 3
aaaaaaaaaa: asaaaaaaaaaaaasaa=aaaa=ss=aaa=aaaaaaaaaaaa=======aaaaaataaaaaaataaaaaaa
Tech :i cal Specialist Certification
As a technical specialist designated by the North Carolina Soil and Water
Conservation Commission pursuant to 15A NCAC 6F .0005, I certify that the new or
expanded animal waste management system as installed for the farm named above
has an animal waste management plan that meets the design, construction,
operation and maintenance standards and specifications of the Division of
Environmental Management and the USDA -Soil Conservation Service and/or the North
Carolina Soil and Water Conservation: Commission pursuant to 15A NCAC 2H.0217 and
1SA NCAC 6F .0001-.0005. The following elements and their corresponding minimum
criteria-h,a_been verified by me or other designated technical specialists and
are included in the plan as applicable: minimum separations (buffers) ; liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; adequate
quantity and amount of land for waste utilization (or use of third party) ; access
or ownership of proper waste application equipment; schedule for timing of
applications; application rates; loading rates; and the control of the discharge
of pollutants from stcr water runoff events less severe than the 25-year, 24-hour
storm.
'ens of Technical Specialist (Please Print) : _ 7f4A4 / . 1//AhCci)
affiliation: F'.akW.; 'F Am..
Address (A-* •� : ��, �.�'k Yis7 f,i) (,�.> �t/C._ jf . Phone No, . 29 5 - :�/ 0�.�
Signatur
-a a a =aaa=��.r.
Date: 4: 2 7 �s
3aat aaStataaSeaasSiaa=a=rasa.'taasa=aaaaaaaaSta=== aaaataaa
Ow er / Ha:ayar .. Bement
I (we) understand the operation and. maintenance procedures established in the
approved animal waste management plan for the farm named above and will imp l ement
these procedures. I (we) know that any additional expansion to the existing
design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) also
understand that there must be no discharge of animal waste from this system to
surface waters of the state either through a man-made conveyance or through
runoff from a storm event less severe than the 25-year, 24-hour storm. The
approved plan will be filed at the farm and at the office of the local Soil *and
Water Conservation District.
/ .S e� .
Name of T.and Own — (Please Print) : ��
Signature: Date: 27- %$
Name of Manager, f different from owner (Please print) :
Signature: ' Date:
Note: A change in land ownership requires notification or a new certification
(if the approved plan is changed) to be submitted to the Division of
Environmental Management within 60 days of a title transfer.
e.,DEK USE ONLY: ACNEW4*

'AA 4

rfN
NRCS WASTE UTILIZATION
PLAN SPECIFICATIONS
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 which reaches surface water is
prohibited.
2. There must be documentation in the design folder that the producer either owns or has a notarized 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 waste, he/she shall provide a copy of a notarized agreement with a Iandowner 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
facility to secure an update of the Waste Utilization Plan when there is a change in the operaiton, increase in the
number of animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climate conditions, and level of management, unless there are regulations that
restrict the rate of application for other nutrients. Actual yields may he used in lieu of realistic yield tables at the
discretion of the planner.
4. Animal waste shall be applied on land eroding less than 5 tons per acre per year. Waste may be applied to land that
is eroding at more than 5 tons but less than 10 tons per acrea per year providing grass filter strips are installed where
runoff leaves the field. (See FOTG Standard 393-Filter Strips)
5. Odors can be reduced by injecting the waste or disking after waste application. Waste should not he applied when
there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated on conventionally tilled
cropland. When applied to conservation tilled crops or grassland, the waste may be broadcast provided the
application does not occure during a season prone to flooding. (See "Wheather 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 occure off -site
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 surface is frozen.
9. Animal waste should be applied on actively growing crops in such a manner that the crop is not covered with waste
to depth that would prohibit growth. The potential for salt damage from animal waste should also he considered.
10. Waste nutrients 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 he applied more than 30 days prior to planting of a crop or
forages breaking dormancy.
11. Any new swine facility sited on or after October I, 1995 shall comply with the tbllowing: The outer perimeter of
the land area onto which waste is applied from a lagoon that is a componet of a swine farm shall be at least 50 feet
from any residential property boundary and from any perennial stream or river other than an irrigation ditch or
canal. Animal waste other than swine waste from facilities sited on or at'ter October 1, 1995, shall not be applied
closer than 25 feet to surface water. This distance may be reduced t'co waters that are not perennial provided
adequate vegetative filter strips are present (See Standard 393 - Filter Strips).

NRCS WASTE UTILIZATION
PLAN SPECIFICATIONS
(CONTINUED)
12. Animal waste shall not be applied closer than 100 feet from wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by landowner.
14. Waste shall be applied in a manner not to reach other propel)/ 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 it has been approved as a land
applications site by a "technical specialist". Animal waste applied on grassed water -ways shall be at agronomic rates
and in a manner that causes no runoffor drift from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not he 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. Lagoon berms and structures should he inspected regularly for evidence of erosion,
leakage, or discharge.
18. If animal production at the facility is 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 vegetalhles and other crops for direct human consumption.
However, if animal waste is used on crops for direct human consumption it should only he applied preplant with no
further applications of animal waste during the crop season.
21. Highly visible permanent 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 tin• waste storage ponds.
22. Soil tests shall be made every year, and a liquid waste analysis shall he taken within 60 days of application
consistent with waste utilization plan. Poultry litter shall he tested prior to application. Soil and waste analysis
records shall be kept for five years.
Dead animals will be disposed of in a manner that meets NC regulations.

ems
United States
Department of
Agriculture
Soil
Conservation
Service
P. O. Box 277
Kenansville, NC 28349
Telephone [phone]
1)1,43, ScukrAR
`Z-' `f . 9 to
, irc, D2t52-f
Dear Mrs. oh PN
•
Enclosed is your copy of a wetland determination for tracC/2-N1- on which you indicated
your intent to clear some land. The attached map has been delineated to show - the area(s) in
question. Each area to be cleared has been identified with a symbol to denote its classification.
Below is an explanation of the various symbols that may pertain to your map.
W - Wetland - Area is a wetland and should not be cleared for any reason if you
wisl to remain eligible for USDA ro rams receive SCS technical assistance,or avoid
violating US Army Corp of Engineers' and Division of Environmental Management
(DEM) regulations. Any exceptions to this statement should be in writing from the Soil
Conservation Service prior to clearing land.
NW- Non wetland - Area is non wetland and can be cleared and utilized without
violating Farm Bill. This determination of non wetland is only for Farm Bill purposes.
You may still need US Army Corp of Engineers and Division of Environmental
Management determinations before clearing. The Soil Conservation Service does not
have the authority to make wetland determinations for these other two agencies.
NW- Non wetland - Area has hydric soils but for Farm Bill purposes only, area is
non wetland due to hydrology modification prior to 12/23/85. You still need to check
with the US Army Corp of Engineers or the NC DEM to determine if additional permits
are necessary prior to clearing.
CW - Converted Wetland after 11/28/90 - Area was cleared after 11/28/90 and is
a converted wetland. Clearing constitutes a violation of the 1990 Farm Bill. In order to
regain eligibility for USDA programs, area must be restored. Consult with the SCS
about an approved restoration plan before beginning any restoration.
If you need to clear the delineated wetlands for roads, buildings, hog lagoons or similar
activities, you can request a converted wetland for non agricultural use (CWNA) exemption.
If granted, this exemption would be for Farm Bill purposes only; therefore, you would still
need to contact the Army Corp of Engineers and the Division of Environmental Management.
To request a CWNA exemption, you should complete a request form at the SCS office. It will
take approximately 40 days to get this exemption approved once you give this office the
request. Do not start any clearing of wetland prior to receiving written notification from
this office that your CWNA request has been approved. Also you should not start clearing
until you have received approval from the Army Corp and DEM. All three permits must be
received and approved prior to clearing any wetlands.
I have tried to make this determination as fairly as possible. However if you believe this
determination is incorrect, you have the right to appeal. To appeal send me a brief letter
explaining why you believe this determination is incorrect. Send the letter to the address on
the letterhead. This letter should be received within 15 days of your receipt of,this letter.
p�u:� pit Oc) �/ oJo
c1. L,, v
r��T lL nr{,
�, b.fr Q1pr„,,„)
ct.s
100 tr. 0r$z9t2,,,„,,. , ,4-is� (.dun Li Sincerel
cl s—•t n nrr+c_� t��s r Q.� r��� 1-3/� cln �ls�sQ Gt v •
1.�
TheSoU Conservation Service �17
Is en agency of the t? rD •grv. Q h% �v '� o k h •-t
Department of Agriculture _!.,_ �J Michael E. Sugg
a n a� .M cr, >•-�P.�• .c e_ 1 ov ' ,. — .

.e,PA-o26
(June 91)
,AND WETLAND
TERMINATION
,erson Requesting Determination
1. Name and Address of Person
5"0.A.0,
(1)% U.
/ZL, y�
ct%. 2-95"zi
2. Date of Request
5. Farm No. az, Tact Nq
SECTION I - HIGHLY ERODIBLE LAND C.` j `7' L
.w available for making a highly erodible land det= rmination? Yes
illy erodible soil map units on this farm? Yes ' No
, erodible fields that, according to ASCS records, were used to produce an agricultural commodi
_dr during 1981-1985.ty in any
,t highly erodible fields that have been or will be converted for the production of agricultural commodities and,
.ccording to ASCS records, were not used for this purpose in any crop year during 1981-1985; and were not
enrolled in a USDA set -aside or diversion program.
10. This Hi• hl Erodible Land determination was completed in the:
11. Are there h dric soils on this farm? Yes No ❑
12. Wetlands ('W), including abandoned wetlands, or Farmed Wetlands
) or Farmed Wetlands
Wetlands may be farmed under natural conditions. Farmed Wetlands and Farmed Wetlands Pastu ePasture aF be.
farmed farmed and maintained in the same manner as they were prior to December 23, 1985, as long as they are not
abandoned.
13. Prior Converted Cropland (PC). Wetlands that were converted prior to December 23, 1985. The use, management,
drainage, and alteration of prior converted cropland (PC) are not subject to the wetland conservation provisions uriless
the area reverts to wetland as a result of abandonment.
14. Artificial Wetlands (AW). Artificial wetlands includes irrigation -induced wetlands. These wetlands are not subject
to the wetland conservation provisions.
Field 0
SECTION iI - WETLAND
15. Minimal Effect Wetlands (MW). These wetlands are to be farmed according to the minimal -effect agreement si ned
at the time the minimal -effect determination was made. g
igation Wetlands (MIW). Wetlands on which a person is actively mitigating a frequently cropped area or a wetland
verted between December 23, 1985 and November 28, 1990.
17. Restoration with Violation (RVWyear). A restored wetland that was in violation as a resu
November 28, 1990, or the planting of an agricultural commodity or forage crop, it of conversion after
8. Restoration without Violation (RSW). A restored wetland converted between December 23, 1985 and
November 28, 1990, on which an agricultural commodity has not been planted.
9. Replacement Wetlands (RPW). Wetlands which are converted for purposes other than to increase production,
where the wetland values are being replaced at a second site.
0. Good Faith Wetlands (GFW+year). Wetlands on which ASCS has determined a violation to be in good faith and the
wetland has been restored.
1. Converted Wetlands (CW). Wetlands converted after December 23, 1985 and prior to November 28, MO. In any
year that an agricultural commodity is planted on these Converted Wetlands, you will be ineligible for USDA benefits.
Converted Wetland (CW+year). Wetlands converted after November 28, 1990. You will be ineligible for USDA
program benefits until this Wetland is restored.
1. Converted Wetland Non -Agricultural use (CWNA). Wetlands that are converted for trees, fish production, shrubs,
cranberries, vineyards or building and road construction.
. Converted Wetland Technical Error (CWTE). Wetlands than wa.o converted as a result of incorrect determination
by SCS.
. The planned alteration measures on wetlands in fields
with FSA.
The planned alteration measures on wetlands in fields
Installed will cause the area to become a Converted Wetland (CW). See item 22 for information on CW+ ear.
The wetland determination was completed in the office field 'j and was delivered(1 ma;ta. rn �E
ty
FIELD NO.(s) TOTAL ACRES
4
(AN p eau
fro)+, .
are considered maintenance and are in compliance
CS
No 0
Di
are not considered to be maintenance and if
y
ct Conse
t(onist
Remarks.
it
1 that the above determination is correct nd adequate for use in determining 1 30.
'li. •...�ty for USDA program benefits, and that wetland hydrology, hydricsoils, and
rvdrophytic vegetation under normal circumstances exist on all areas outlined as
Vetlands Farmed Wetlands and Farmed Wetlands Pasture.
!stance and programs of the Solt Conservation Service available without regard to trice, religion, color, sex age, or handll
Pcrson Copy
131. Dite
J

• , .
LAGOON MARKER
••
I .1
IMAXIMUM LIOUCI LEVEL
M•••••••
FREEBOARD + 25YR/24HR STORK/
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MINIMUM LIOuiL-i
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(PERMANENT
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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 53.2 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 51.2 . This temporary
storage, less 25 yr- 24 hr storm, contains 160622 cubic feet or
1201455 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.
rfN

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN oZ
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 52.7 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 50.5 . This temporary
storage, less 25 yr- 24 hr storm, contains 153797 cubic feet or
1150404 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. A11 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.

EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ 9/0-395=390o
EMERGENCY MANAGEMENT SYSTEM 911
SWCD 910- a9(o- a/a/
MRCS 9/0 -ci9 -o/. /
'This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or leave
your property to consider that you have a problem. You should make every effort to ensure that
this does not happen. This plan should be posted in an accessible location for all employees at the
facility. The following are some action items you should take.
1. 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 overflow —possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump waste to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.

D. Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing
leaks -possible action:
a. Dig a small well or ditch to catch all seepage, put in a submersible pump, and pump
back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon bottom as soon
as possible.
2. Assess the: extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. ApproximateIy how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality) regional office;
Phone 9I o - . After hours, emergency number: Q/9- 933 • 3 W 1. Your phone call
should include: your name, facility, telephone number, the details of the incident from item
2 above, the exact location of the facility, the location or direction of movement of the spill,
weather and wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS Phone number 911.
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number 9' o - )-y6 ..'I/s , local SWCD office phone number
Qic --9 (i - / / , and local MRCS office for advice/technical assistance phone number
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. Contact the contractor of your choice to begin repair of problem to minimize off -site damage.
Crow?`r -G1I i
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Jm V i As ax. Qv' &VU/)
b. Phone: 4i O - -4 ti -1.)0 � -
q' I -1 a �'703
7. implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems with
release of wastes from happening again.

Mortality ii•ranagement 1'Iclhods
(check which method(s) arc being! implemented)
J Burial three feet beneath the surface of the Erround within 24 tours after
kttowlcdue of the death. The burial must be at bast 300 feet from pny flowing
stream or public body of water.
Rendering at a rendering plant licensed under G.S. 106-163.7
O Complete incineration
O In the cast of dcad poultry only, placing in a disposal pit of a size and'design
approved by the Department of Mriculture
0 Any method which in the professional opinion of the State Veterinarian would •
make possible the salvage of pan of a dead animal's value without endangcrine
human or animal health. (Written approval of the State Veterinarian must be
attached)
insect Control Checklist for Animal Operations
tiuurre Centre _
111111's to Control Insecls till l irr 1'raellres
• bloat Chillers Liquid SystemsAclosus
U Flush system is designed and operated
suflich:nlly to move nccntnulaietl solids from
golfers as designed.
O Ilentovc bridging of accumulated solids nt
dis ,bnrgu
1.a1:nuns alld fits
Iacessive Vegetative
Iitutvtb
• Crusted Solids
• Decoying vegetation
• ;•
Muiotaitt lagoons, settling basins and hits where
pest breeding is apparent to minimize the
crusting DI -solids to n depth ohm more Ihau 6 -
U inches uvcr more limn 30% of surf; cu.
Maintain vegetalivo comic! along backs of
lagoons and other impoundments to prevent
accumulation ofdecnying vegetative matter
along watcr's edge on impoundment's perimeter.

Swine Farm Waste Management Odor Control Checklist
Source Cause HMI's to► 1111njurlcc Odor
cnnulecul K' Vegetative or wooded but-kis;
liccommendcd•best management practices;
t( Gond Judgment and column!' sense
Animal body so' faces • Ditty manure -covered animals Dry floors
Flour sot faces • Wet nlanurc•cnvcrcd I1u11r5 ISl1 Slotted floors;
j Waterers located over slotted floors;
Cl feeders all high end ofsolid flours;
CI Scrape manure buildup from floors;
O Underfloor ventilation for drying
• Swine pimillCli011
Ventilation eNhauul funs • Volatile gases;
Dust
Indian surfaces • Dust
Manure rnhectiun pits • Ili hie;
fnegoent manure removal by flush, lit recharge,
• I'aalial microbial decomposition or scrape; •
CI Underfloor ventilation
.3 4
Site Specific I'raclice,
I�nnll maintenance;
CI Efficient nir movement
Flush looks • Agitation of recycled lagoon
liquid while Umks are filling
Flush alleys
( zL %shdotvn between groups of animals;
117 Feed additives;
O Feeder coven!;
CI reed delivery downspout extenders In feeder
covers •
O Plush lank covers;
O Extend fill lines la near button! of Illlaks with
null -siphon vents
• Agitation during wastewater CI Underfloor (hush with millet floor ventilation
conveyance
teelnlrge points • A gilaliun of recycle!! lagoon
liquid tvltild pits are tilling with anti-sipbuu vents
Lill sl;uiuw
CI Extend lecbarge lilies to near bourn ul•pits
• Agitation doting sump lank CI Sump tank covers
tilling and Ilrutvduwn
flntsidu dodo collection • Agitation during wastewater CI flux covers
injunction buses cuuvcynttco
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• AMC/
vumber 11, 1996, Pulps 3 • .•

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lagoon
Lagoon son faces
Irrig;niun spriuller
molts
SDurec tausc ..•-..-�R�.:a._----...,....�am�.o.�....�..•.._..e...,r..�,..,.
find of downpipes Id llllll's In Minimize (dal•
Silt Spccliie 1'rncllccs
Agitation cluing wastctvalcr / Iixlcoil discharge point of pipes underneath
lagoon liquid Level
:unlace tank on k;s itl
sui ftec
Scltliug b;ilia sot flee
Manure, slurry tor sludge
spreader outlets
Uncovered of;uliore,
shiny nr sludge on Held
sw Iiaccs
1)c;ol animals
Deal' Didion' disposal
pits
IIlcitterduts
• Aguunon when spreading;
• Volatile gas emissions
conveyance
• Volatile gas emissions;
• Biological mixing;
• Agitation
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• !Ugh pressure agilatiuu;
• Wintl drill
Proper lagoon ligldd cnpttcity;
Correct lagoon startup procedures;
g, Minimum
�• Minlntlun nilntota�rfaco arca-lo-vuluutc' aide;
•
t, i ( 1vltcn.plii11111ng;
0 Mechanical aeration;
Cl Proven biological udtlillvcs
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• Pattiul microbial dccuulpusiliuu;
• Mixing while filling;
• Agitation when emptying
•
Irrigate on dry (lays with little or no wind;
Minimum recommended operating Jiressure;
* • Pump intake near lagoon liquid surface;
O i'untp from second -singe lagoon
n
c►
c1
Nodal microbial decontposiliuu; Cl lixtcnd drainpipe null I 1 • •-•••'_
'Inttoul tor midlevel loading;
'Yank covers;
Basin surface mats of solids;
Proven biological additives nr oxidants
v s (IIII Lrt
Mixing while filling; • level;
• Agitation when emptying 0Remove settled solids regularly
• Volatile gas emissions while
drying
• Cntcass dctoutposition
• Curcass decompusition
C1 Soil injection ufsiutry/sludges;
Cl Wash.residual manure from sprcadt;r idler use;
Ci Proven bioingictll t111111 lves or oxidants
O Soil injccllutt ofslulry/sludges
CI Sail incmpmration lvilhin'IR hrs.;
CI Spread in Thin uniform layers fur rapid drying;
Cl I'rovcn biological additives or oxidants
Proper disposition of carcasses
• Incomplete combustion •
C1 Complete covering of carcasses in burial pits;
ci Proper location/construction ofdisposnl pits
CI Secondary stack burners
luventbcr 11,1996, Pap •l
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Ise
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Sgrrr'CL•
Siamling water �uuund
facilities
hlaur(C tracker) unto
public roads liont fttrttt
access •
Additional information :
Swine Minim hianngctttcttl ; 0200 itutic/IIMI► I'uckcl .
Swine Production Kum Potential Odor Sonrees anal Remedies ; IilMA 13 Fact Sited
Swine Production facility Manure Management: Pit Recharge - Lagoon Treatment •
811
Swint: Production Facility Munium Munugcmt:nt: Underfloor Flush - Lagoon •I•renllt• • ,) ; I! 1 1 12
Lagoon Design and hlttnngenteni for Livestock Manurc'freutuucnt and Storage ; n t�nl•, 1343 129-A8
Calibration of -Manure and Wastewater Application Equipment ; [il)AL•s Fact Sheet
Controlling Itl]-A]
Controlling Odors from Stvine Buildings ; 1'111-33
Environmental Assurance Program ; Ni'I'C Manual •
Opthrtts for hlanugini/ Odor ; n report front the Stvltte Odor Tusk Farce
Nuisance Concerns in Aulnnul Manure Management: Odors untl Plies ; 1'1I0107
1995 Conference Proceedings
• improper drainage;
• Microbial decomposition of
organic matter .
• i'oorly maintained access roads
HMI's hi Minlntltc Odun•
Grade and landscape suck dial tvalcr drains Site Slt��rIrltc 1'r;tcllrcr
away from facilities
Mum access road rttaitntemmeo
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verttltt:r 11,1996, 1'uge S
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A vttilttltle Front :
NCSU, County lixtettsitttt Center
NCSIJ -11AI1
NCSU - IIAI;
NCSU - IIAli
NCSIJ • IlAli
NCSIJ - IBAB
NCSIJ - Swine Extension
NC fork Producers Assoc
NCSIJ Agri Ctumnttnictttlnns
Floridan Cooperative Iixlctnshut
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