820654_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
. Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 82-0654 Certificate Of Coverage Number:
2. Facility Name: Joshua Coombs Farms LLC 5-8
3. Landowner's Name (same as on the Waste Management Plan): Joshua Coombs
4. Landowner's Mailing Address: PO Box 612
City: Clinton State: NC
Telephone Number: 910-990-7077 Ext. E-mail:
5. Facility's Physical Address: 6455 Pine Rde Rd
City: Faison State: NC
6. County where Facility is located: Sampson
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"): Presta!�e Farms Inc
10. Operator Name (OIC): Joshua W. Coombs Phone No.: 910-990-7077
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
Operation Types:
2,940
AWS820654
Zip: 28329-0612
Zip: 28341
OIC #: 989920
Swine
Cattle
Dry Poultry
Other Types
Wean to Finish
Dairy Calf
Non Laying Chickens
Horses - Horses
Wean to Feeder
Dairy Heifer
Laying Chickens
Horses - Other
Farrow to Finish
Milk Cow
Pullets
Sheep - Sheep
Feeder to Finish
DryCow
Turkeys
Sheep - Other
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Wet Poultn
Gilts
Other
Non Laying Pullet
Other
Layers
APR 0 5 2019
IuOW GodAlY

ROY COOPER
c overn or
MICHAEL S. REGAN
Secmrury
LINDA CULPEPPER
Dim,f©r
NORTH CAROLINA
Environmental Quality
February 27, 2019
Joshua Coombs
Joshua Coombs Farms LLC 5-8
PO Box 612
Clinton, NC 28329-0612
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at httgs:Hdeg.nc.siov/about/divisions/water-resources/water-quality-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure r continued coverageunder the to Non -Discharge General PermitsYou must submit an application for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Currently Covered by an
Exp iri a State Non-DischaMe General Permit," The application form must be completed. signed and returned by April 3, 2019.
Please note that you must include one (1) copy of the Certified Animal Waste _Management Plan (CAWMP) with the
comuleted and, signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
A �7_ �_
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Fayetteville Regional Office, Water Quality Regional Operations Section
Sampson County Soil and Water Conservation District
AFOG Section Central Files - AWS820654
Presta_,e Farms Inc
■ ti North Cam sa Dspartrrrs^t& Erw roirnenta Qua t I D vson of Watar Resourmes
512 N. So sbury St. 1 14�So hfa Service Center I is eb , Nort.lr;.aro ^a 27E?13-1c?c
,...F.:ii..�:.T... 919,7:37 a'00

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)
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.IOC(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed bi 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 143-215.613, 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: Title:
Signature: Date: _ V.2
Name:
Signature:
Name:
Signature:
Title:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [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
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
El D Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
FMn Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
a 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).
Q 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
?4•4 a � 'j
�'�i f
ignature of Farm Owner/Manager
Date
7
Signat a of echnical ecialist
Date

Nutrient Management Plan For Animal Waste Utilization
09-28-2015
This plan has been prepared for:
Josh Coombs, LLC 54
Josh Coombs
PO Box 612
Clinton, NC 28329
This plan has been developed by:
Greer Moore
Clear Run Farms Consulfing Services
PO Box 338
Harrells, 28444
(910) 6456
Developer
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement -
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signature (owner)
Signature (manager or producer)
Date
Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Re -source
s Service or the standard of practices
adopted by the Soil and Water Commission.
Plan Approved By:
Technical Specialist Signatur4 Date
men
QUA P F')019
- ----- - - - -------------------------------
311112 Database Version 3.1{�Gb�ua8to _9 �',2015 Cover Pate 1
v�7�c+Gl�i���S:r

Nutrients applied in accordance with this plan will be supplied from the
Mowing source(s):
Commercial Fertilizer is not included in this plan.
- - - -
--------------------------------
-
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.
Preview Database Version 3.1 Date Printed: 09 29-2015 Source 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
ln&x (Ll)
Soil Series
Crop Sequence
RYE
1C
1
5.37
5.37
N/A
Rains
Small Grain Oretseed
1.0 TMS
Hybrid Bermudagrass Hay
6.5 Tons
1C
10
2.65
2.65
NIA
Rains
Corn, Grain
125 bu.
Wheat, Grain
55 bo.
Soybeans, Manured, Double Crop
37 bu.
JC
2
4.8
4.89
N/A
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tans
1C
3
2.1
2.10
N/A
CMIdsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
1C
4
2.
2.99
N/A
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
1C
5
3.111
3.11
NIA
Norfolk
small Grain overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
1C
6
2.34
234
NIA
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bennudag ass Hay
6.5 Tons
1C
7
4.18
4.18
N/A
Rains
Corn, Grain
125 bu.
Wheat, Grazer
55 bu
Soybeans, Manured, Double Crop
37 bu.
1C
8
3-08
3.08
N/A
Rains
Corn, Grain
125 bu_
Wheal, Grain
55 bu
Soybeans, Manured, Double Crop
37 bu.
JC
9
3.41
3.41
N/A
lRains
Corn, Grain
125 bu
Wheat, Grazer
55 bu.
Soybeans, Manared, Double Crop
37 bu
PLAN TOTALS: 34.12 34.12
Preview Database Version 3.1 Date Printed 9/29/2015
PCS Page 1 of 2
NOTE: Symbol * means user entered data.

LI
Potential Leaching
Technical Guidance
Low potential to contribute to soluble
None
n utrient Ieaching below the root zone-
2Moderate
potential to contribute to
Nutrient Management (590) should be planned.
<— 10
soluble nutrient leaching below the root
_one.
High potential al to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve
nutrient leaching below the root zone.
the soils available water holding capacity and improve nutrient use efficiency should be
> 10
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 Piper Strips (393) and
Riparian Forest Buffers (391).
Preview Database Version 3.1 Date Printed 9/29/2015
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 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
ID
I Soil Series
Total
Acres
Use,
Acres
Crop
RYE
Applic,
Period
Nitrogen
PA
Nutrient
Req'd
(Ibs/A)
Camtn.
Fart.
Nutrient
Applied
(lbs/A)
Res,
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManuraA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
AppHod.
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
'Pons
1000 gals
tons
JC
I
S7
Rains
5,37
5.37
Small Grain Overseed
1.0 Tons
10/1-3131
50
0
0
Irrig.
50
19.97
0.00
107.25
0.00
JC
1
S7
Rains
5,37
5.3 7
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
11.8.24
0.00
634.92
0.0
JC
10
S7
Rains
2.65
2,65
Corn, Grain
125 bu.
2/15-6/30
135
0
20
Irrig.
115
45.94
0.00
121,73
0.00
JC
10
S7
Rains
2.65
2.65
Wheat, Grain
55 bu.
9/1-4/30
106
0
0
Irrig.
53
21.17
0.00
56.10
0.0
JC
2
S7
Goldsboro
4.89
4.89
Small Grain Overseed
1A Tons
10/1-3/31
50
4 1.0
Irrig,
50
19.97
0.00
97.66
0.00
JC
2
S7
Goldsboro
4.89
4.89
Hybrid Bermudagrass Hay
65 Tons
3/1.9/30
296
0
0
Itrig.
296
118.24
0.00
578.1.7
0.00
JC
3
S7
Goldsboro
2.1.0
2.10
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
41,94
0.00
JC
3
S7
Goldsboro
2.10
2.10
Hybrid Bermudagrass Hay
6.5 Tons
3/14/30
296
0
0
Irrig.
296
118,241
0.00
248.29
0.00
JC
4
S7
Norfolk
2.99
2.99
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
so
19.97
0.00
59.72
0 00
JC
4
S7
Norfolk
2.99
2.99
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig,
296
118.24
0.00
353.52
0,00
JC
5
$7
Norfolk
3.11
3.11
Small Grain Overseed
1,0 Tons
10/1.3/31
50
0
0
Irrig.
50
19.97
0.00
62.11
0.0
JC
5
S7
Norfolk
3,11
3.11
Hybrid Bermudegrass Hay
6.5 Tons
3/1.9/30
296
0
0
Irrig.
296
118.24
0.00
367.71
0.00
JC
6
S7
Norfolk
2.34
2.34
Small Grain Owrseed
1.0 Tons
1011-3/31
50
0
0
Irrig.
50
19.97
0.00
46.74
0.00
JC
6
S7
Norfolk
2.34
2.34
Hybrid Bermudagross Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
29q
118.24
0.00
276,67
0.00
JC
7 1
S7
Rains 1
4.18
4.18
Corn, Grain
125 bu,
2/15-6/30
135
0
20
Irrig,
115
45.94
0.00
192.01
0,00
JC
7
S7
Rains
4.18
4.18
Wheat, Grain
55 bu.
9/1-4/30
106
0 1
0
Irrig.
53
21..17
0.00
88,491
0,0
Preview Database Version 3.1 Date Printed: 9/29/2015 WUT Page 1 of 4

Waste Utilization Table
Year l
Tract
Field
Source
ID
Soil Series
Total
Acres
Use,
Acres
Crop
RYE
Applic,
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fort.
Nutrient
Applied
(lbs/A)
Res.
(lbs/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
I
N
N
1000
gal/A
Tons
1000 gals
tons
JC
8
S7
Rains
3.08
3.08
Corn, Grain
125 bu.
2/15-6/30
135
0
20
Irrig.
115
45.94
0.00
141.48
0.00
iC
8
S7
Rains
3,09
3.08
Wheat, Grain
55 bu.
9/1.4/30
106
0
0
Irrig.
53
21.17
0,00.
65.20
0.00
JC
9
S7
Rains
3.41
3.41
Corn, Grain
125 bu,
2115-6/30
135
0
20
Irrig,
115
45,94
0.00
156.64
0.00
JC
9
S7
Rains
3.41
3.41
Wheat, Grain
55 bu.
9/1-4/30
106
0
0
Irrig.
53
21.17
0.00
72.19
0,00
Total Applied,
1000 gallons
3,768.55
Total Produced, 1000 gallons
2,725.38
Balance, 1000 gallons
-1,043.17
Total Applied, tons
0.00
Total Produced, tons
0,0
Balance, tons
0.00
Notes: 1, In the tract column, — symbol means leased, otherwise, owned, 2. Symbol. * means user entered data.
Preview Database Version 3.1 Date Printed: 9/29/2015 WUT Page 2 of 4

Waste
Utilization
Table
Source
Total
Use,
I
Crop
regr 2
RYE
Applic,
Period
Nitrogen
PA
Nutrient
Req'd
(ibs/A)
Comm.
Fen,
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Apple,
Method
N
N
N
Tmct
Field
1D
Soil Series
Acres
Acres
JC
1
57
Rains
5.37
5.37
Small Grain Overseed
1.0 Tons
10/1.3/31
50
0
0
Irrig,
JC
1
S7
Rains
5.37
5.37
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
JC
10
S7
Rains
165
2.65
Wheat, Grain
55 bu,
9/1.4/30
106
0
0
Irrig,
JC
l0
S7
Rains
2.65
2.65
Soybeans, Manured, Double Crop
37 bu.
4/1.9/15
143
0
0
Irrig.
JC
2
S7
Goldsboro
4.89
4.89
Small Grain Overseed
1,0 Tons
10/1-3/31
50
0
0
Irrig.
JC
2
S7
Goldsboro
4,89
4,89
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
JC
3
S7
Goldsboro
2,10
2.10
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig,
JC
3
S7
Goldsboro
2,10
2.10
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9130
296
0
0
Irrig,
JC
4
S7
Norfolk
2,99
2.99
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig,
JC
4
S7
Norfolk
2.99
2.99
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9130
296
0
0
Irrig,
JC
5
S7
Norfolk
3,11
3.11
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
JC
5
S7
Norfolk
3.11
3,11
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig,
JC
6
S7
Norfolk
2,34
2.34
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
JC
6
S7
Norfolk
2.34
2.34
Hybrid Bermudagrass Hay
6,5 Tons
3/1.9/30
296
0
0
Irrig,
JC
7
S7
Rains
4.1.8
4.18
Wheat, Grain
55 bu,
9/1.4/30
106
0
0
Irrig.
JC
7
S7
Rains
4.18
4.18
Soybeans, Manured, Double Crop
37 bu.
4/1.9/15
143
0
0
Irrig,
JC
8
S7
Rains
3,08
3.08
Wheat, Grain
55 bu,
9/1.4/30
106
0
0
Irrig,
JC
8
S7
Rains
3,08
3.08
Soybeans, Manured, Double Crop
37 bu.
4/1-9/15
143
0
0
Irrig.
JC
9
S7
Rains
3.41
3.41
Wheat, Grain
55 bu.
9/1.4/30
106
0
0
Irrig,
JC
9
S7
Rains
3.41
3.41
Soybeans, Manured, Double Crop
37 bu.
4/1-9/15
143
0
0
Irrig.
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
1000
N
gal/A
Tons
1000 gals
tons
50
1997
0.00
107.25
0.00
296
118.24
0.00
634.92
0.0
531
21.17
0,001
$6.10
0,001
143
57.12
0,00
1$1.37
0.0
50
19.97
0.00
97.66
0.0
2961118.24
0.00
$78,17
0.00
50
19.97
0.00
41,94
0.0
296
118.24
0.00
248.29
0.00
50
19.97
0,00
59.72
0.0
296
118.24
0.00
353.52
0.0
50
19.97
0.00
62,11
0,0
296
118.24
0.00
367.71
0,0
50
19.97
0.00
46.74
0.0
1 296
11.8.24
0.0
276.67
0.0
53
21.17
0.00
88.49
010
143
57.12
0.00
238.76
0,0
53
21,17
0.00
65,20
0,0
143
57.1.2
0,0
175.93
0.0
53
21.17
0.0
72.19
0.0
143
5712
0.00
194.78
0,0
Preview Database Version. 3.1 Date Printed: 9/29/2015 WUT Page 3 of 4

Waste Utilization Table
Source Total Use,
Tract Field ID Soil Series Acres I Acres
Year 2
Nitrogen Comm. Res.
PA Fart. (lbs/A)
Nutrient Nutrient
Req'd Applied
(lbs/A) (lbs/A)
Applic, APPIic.
Crop RYE Period N N I N Method
7
Notes: 1, In the tract column, — symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
LM)o
LLiquid
reA
d
e)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
A Tons
1000 gals
tons
11
total Applied, 1000 gallons
3,917.5
Aid Produced, 1000 gallons
2,725.38
Balance, 1000 gallons
-1,192.1
Total Applied, tons
0.0
Total Produced, tons
0.00
Balance, tons
0.00
Preview Database Version 3.1 Date Printed: 9/29/2015 WUT Page 4 of 4

The Irrigation Application Factors for each field in this plan are shown in the following table_ Infiltration rate vanes
with soils. If applying waste nutrients thmugh 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
Preview Database Version 3.1 Date Printed 9129no 15 lAF 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 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 carefidly 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 notpossible, care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge
Nitrogen
Utilization Table
Maximum
Maximum Sludge
Crop
PAN Rate
Application Rate Minimum Acres Minimum Acres
Minimum Acres
lb/ac
1000 gal/ac 5 Years Accumulation 10 Years Accumulation
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150
13.16 36.86 73.71
110.57
Hay 6 tan RYR
300
2632 18.43 36.86
5529
Soybean 40 bu
160
14.04 34.55 69-11
103.66
--------------------------------------------------------------------------
------------------------------------------------------ -
311112 Database Version 3.1 Date Printed: 09-28 2015 Sludge Page 1 of 1

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 less than or equal to the design
storage capacity of the facility. If the available storage opacity is greater than the design storage
capacity, this indicates that the plant calls for the application of nutrients that have not yet accumulated.
If available storage opacity 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.
s --- ovu1agr, %.0 rdV1UY is earcwatea as otthe end of each month.
---------------- -
-------------------- -
1112 Database Version 3.1 Date printed. 09 28-20 i 5 Capacity Page l of

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, MRCS 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.
b. 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).
---------------------------------------------------------- ------------------------------ - - - ---
311112 Database Version 3.1 Date Printed: 9/28/2015 - - peci------------
Specificatton 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.
--------------------------------- --------------------
311112 Database Version 3.1 Date Printed: --------------------------------- - -
------ 9/28/2U-15-------------Specification Page 2

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.
lb. 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 reins, 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.
--------------- _
- ----
Date 3.1 Date Printed: 9/28/2015 Specification Page 3

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 he 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.
- ----------------- _------------ -----
-------------------------
11112 Database Version 3.1 Date Printed: 9/28/2015 Specification Page 4

Crop Notes
The following crop note applies to field(s): 10, 7, 8, 9
Corn 1: CP, Mineral Soil, low -leachable
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting_ Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 1, 2, 3, 4, 5, 6
Bermudagrass Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 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.
-----------------------------
-------------------------------------------
- --------------------------------------------
311112 Database Version 3.1 Date Printed: 09-28-2015 Crop Note Page l of 2

Small Grain: GP, Mineral Soil, low -leachable The following crop note applies to field(s}: 1, 2, 3, 4, 5, 6
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October I5-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 100/0 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): 10, 7, 8, 9
Wheat. Coastal Plain, Mineral Soil, low -leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting
no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N
should be applied during the months of February -March- The total N is dependent on the soil type. Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely
management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): 10, 7, 8, 9
Double -Crop Soybeans, Coastal Plain: Mineral Soil. low -leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
- - ------------------------------------------------------------------
------------------- -
311 112 Database Version 3.1 Date Printed: 09 28-2015 Crop Note Page 2 of 2

SAMPSON COUNTY
EMERGENCY ACTION PLAN
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL & WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTENSION SERVICE (CES)
V y
�
63 +
910-486-1541
910-592-B996
910-592-7963
VIO-592-7963
910-592-7161
This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the 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.
I. Stop the release of wastes. Depending on the situation, this may
or may not be possible. Suggested responses to problems are
listed below:
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam, any
permanent alteration of the dam should be approved by a
qualified technical specialist.
b. Pump wastes to field at an acceptable rate.
c. Stop all additional flow to the lagoon -hold waste in the
house if possible.
d. Cali a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -action include:
a. Immediately stop waste application.
b. Create a temporary diversion or berm to contain the
waste.
c. Incorporate waste to reduce further 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 (flushing system) pump.
b. Stop irrigation pump.
c. Close valves to eliminate further dischar-oe.
e. Repair all leaks prior to restarting pumps.
D. Leakage from flush system, houses, solids separators -actions
include:
a. Stop recycle (flushing system) pump.
b. Stop irrigation pump.
c. Make sure no siphon effect has been created.
d. Stop all flows in the house, flush systems, or solid
separators.
e. Repair all leaks prior to restartinq pumps.

E. Leakage from base or sidewall of lagoon. Often this is seepage
as opposed to flowing leaks -possible action:
a. Dig a small sump or ditch to catch all seepage, put in a
submersible pump, and pump back into 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
wails and the 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. 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 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, at 910-4B6-1541, after
hours, emergency number:919-733-3942. 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, AND 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) Emergency Management Services at
910-592-9996.
c. Instruct EMS to contact local Health Department.
d. Contact local SAMPSON Soil and Water Conservation
District (SWCD), Natural Resources Conservation Service
(MRCS) office at 910-592-7963 and Cooperative Extension
Service (CES) at 910-592-7161 for advice/technical
assistance.
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 begirt repair- of the
�- problem to minimize off -site damage.
a. Contractors Name: _
b. Contractors Address:
c. Contractors Phone:
b. Contact the technical specialist who certified the lagoon (NRCS,
Consulting Engineer, etc.)
a. Name:
b. Phone: --
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.
S. If you are a contract swine grower associated with a swine
company integrator, contact the company representative at
1-910-592-5771

Insect Control .Checklist for Animal, Operations
Source Cause UNIPs to Control Insects Site Specific Practices
Flush Gutters • Accumulation of solids 6 ' Flush system Is designed and operated
sufficientiy'to remove accumulated solids from
uuttersts designed. ,
Cl Remove bridging of accumulated solids at
discharge•
Lagoons and Pits * Crusted Solids Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -
8 inches over, more than 30°/. of surface.
Ekeessive Vegetativc • Dccaying vegetation Maintain vegetative control along banks of
Growth. lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along wateeedge on impoundment's perimeter. ,
Feeders •
Feed Storage •
1 ' Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
cumulation of decaying wastage.
Clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval
wring winter).
tf Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by Insuring drainage away from site
and/orproviding adequate containment (e.g.,
covered bin for brewer's: grain and similar high
moisture grain products).
D Inspect.for.and remove or break. up accumulated
solids in filter strips around feed storage as
needed. ,
C
E.
N
AMIC - November .11,1996, Page 1

Swine Farm Waste Management Odor Control Checklist
Sogrce Cause t31N1's to Mtnitnize Odor Site Specific Practices
Fttrmetead ° • Swine,pro.duction : egetative or -wooded buffers;.
,® ecbmmended best management practices;
�C1 Oood judgment and'oommon sense
Animal body sur&ces • Dirty manure-covered.anintali ElDry' floors
Floor surfaces . Wit manure -covered floors f1 Slotted floors;
(J Walererslocated over slotted, floors;
0 Feeders at high end•of solid floors;
l SFrapc manure buildup iiom.'floors;
IUnoerflooi ventllatlon for drying
Manure collection pits + Urine; �r Frequent manure removal by, flush, pit recharge,
• Partial microbial decomposition' or scrape; .
O Uhdernobrventllation
Ventilation exhaust fans
Volat5le gases;
0--Ann inalntcnance;
Dust
Efficient air rnovcrr}ont
Indoor surfaces
.
Dust
�— Washdown between groups of animals;
Q Feed.addltive*sl
CJ ' Feeder covers;
od.dcFivery downspout extenders to feeder
c6ers .
Flush tanks •
Agitation of recycled lagoon
`Q Flush tank covers;
liquid while tanks are filling
13 Extend fill lines to near bottom of tanks with
anti-si hon,vettts
Flush alleys •Agitation
during wastewater
Cl Underfloor flush with underfloor vcntilatlon - —
conveyance
Pit recharge points
Agitation of recycled lagoon
0 Extend recharge lines to near,bottom of pits ~ —
liquid while pits -are tilling
with anti-siphon.vehis
;. Lift'stations
Agitation during sump tank
t] Sump lank covers -
filling and drawdown ;
Otilside.drain collection +
Agitation during wastewater'
O'. Box covers
.0junction boxes
conveyance
AkWC • November i 1., 1996, Pagel

Source Cause BMPs to Minimize. Odor Site Specific Practices
Standing water around • improper drainage; Grade and landscape such that water drains
facilities . Microbial decomposition of away from facilities
organic matter —
Manurdtrackcd onto • Poorly maintalned access roads' farm access road maintenance
public roads from farm
access
Additional lilformation : Available From
Swine Manure Management; 0200 RUIe/BW Packet NCSU, County Extension Center
Swine Production Farm Potential Odor Sources. and Remedies;, EBAE Fact Sheet, NCSU - BAE
Swine Production Facility Manure Management: Pit,•Recharge -'Lagoon Treatment; EBAE 128.88 NCSU - BAE
Swine, Production Facility Manure Managcment:'UnderfloorFlush - Lagoon Treatment; EBA13429-88 NCSU - BAE
Lagoon,Dcsign and Managerricnt for l,ivcstock Manure'Trcatrncntond Storage ; • EBAE 103-83 NCSU - BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU - BAE
Controlling Odors from Swine Buildings; PIM-33 NCSU - Swine Extension
Environmental Assurance Program ; NPPC Manual NC Pork Producers Assoc
OptionsTor Managing Odor;. a report from the Swine Odor Task Force NCSU Agri Communications
Nuisance Concems in Animal Manure Management: Odors'and Plies; PRO107, 1995 Conference Procci:dings Florida Cooperalivu Extension
.Ed
AMOC = November 11, 1996, Page 5 ``�

Sheet1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: John Minnich
Address: 21 Red Pine Road
Chapel, Hill, NC
Telephone: [phone]
Table 1 - Field Specifications
Approximate
Maximum
Useable Size
Field of Field
County: Sampson
Date: 04118/00
Maximum
Maximum Application
Application per Irrigation
Rate -Cycle
hes� Comments

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: Hobbs 1030 Reel ; Rainbow 6x4sx13 Pump
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No. (ft/min) (inthr.) Width(ft.) Length(ft) (feet) (Inches) at Gun(csl) at reel(osi) Pattern Comments- Acres Der Dull

Sheet5
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Private
Address: 1635 W. Wards Bridge Rd. Warsaw, NC
Phone: [phone]
Required Documentation
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed Irrigation system which includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainllne and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and Illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the Irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It Is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be Installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25' or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.
A

TABLE 4 - irrigation System Specifications
Sheet4
Page 9

Sheet6
Narrative of Irrigation System Operation
sty. -A
Cilk

Land owner:
Irrigation Systern
Designation:
wetted Diameter:
Spacing:
Hydrant Layout_
Hard Hose Traveling Gun System
Joshua Coombs Farm -54 FaciCEty Number: 82-6S4
X Existing Irrigation System
270 feet
74%
200 feet
X Multiple Hydrants
New/Expanding
Irrigation system
Single Hydrant
----------
----------
----------
Computed By
G. Glenn Clifton
Technical Specialist
P e Fa Inc.

NPSHA: 14
NPSHR: 6 *from pump curve
If NPSHA>NPSHR 4K
Sheet7
Page 3

Sheet?
Maximum Mainline Friction Loan
Most distant hydrant: 4
Total distance: 1800 feet
Friction Loss is figured using HazenMilliam's Equation
Friction Loss= 1.75 feet/100 feet
Max. Mainline Loss = 31.5 feet or 13.6 psi
Total Dynamic Head
Sprinkler Pressure: 60 psi
Loss through traveller: 25 psi
Elevation head: 2.5 psi
Mainline loss: 13.6 psi
Suction head and lift: 2.2 psi
5% fitting loss: 5.2 psi
TOTAL(TDH) = 108.5 psi or 250.6 feet
Horsepower Reg fired
Horsepower = Flowrate x TDH(feet) / 3960 / Pump effeciency
Pump Description: Rainbox 6x4sx13
Pump Efficiency. 55
Horsepower Required: 20.9 Hp
Thrust Blockina
Thrust Block Area = Thrust / Soil Bearing Strength
Thrust: 2400 feet
Soil Bearing Strength: 1200 feet
End Cap: 2.0 ft2
90 degree elbow: 2.8 ft2
Tee: 1.4 ft2
45 degree elbow: 1.5 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 108.5 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive, Suction Head -Check
Page 2

Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 150 gun; 3" Nardhose Traveller
Nozzle Size:
1.08 inches
Sprinkler Pressure:
60 psi
Flowrate(GPM):
182 gpm
Wetted Diameter:
300 feet
Lane Spacinas
Desired Spacing (%): 70 %
Design Spacing(feety 210 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet): 200 feet
Actual Spacing (%): 67 %
Application Rate
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate = 0.31 in/hr
300 degree are, = 0.37 in/hr
220 degree arc = 0.50 in/hr
180 degree are = 0.61 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
0.75 inches
300 degree arc =
1.95 ft/min
220 degree arc =
2.34 ft/min
180 degree arc =
3.89 ft/min
Velocity = .408 x Flowrate / pipe diameter squared feet/sec.**
*"For buried pipelines, velocity should be below 5 feet per second
Pipe size: 4 inches
Velocity= 4.64 ft/sec.
Page 1

EFFECTIVE WETTABLE ACREAGE FOR
Josh Coombs 5-8 Irrigation Field Addition
PULL
TYPE
PULL
LENGTH
EFFECTIVE
WIDTH
MIDDLE
ACRES
START
END
TOTAL
PER PULL
NOTE
4
N175
565.0
200
2.59
0.40
0.00
2.99
5
N175
590.0
200
2.71
0.40
0.00
3.11
6
NE75
545.0
155
1.94
0.40
0.00
2.34
Av Width
TOTAL: 8.44 ACRES
NOTES: 1. PULL LENGTHS TAKEN FROM DRAWING PROVIDED BY PRESTAGE FARMS
2. WETTED ACREAGE FOR START ENDS AND STOP ENDS ARE TAKEN FROM CAWMP WETTED ACREAGE
FOR NEW SYSTEM TABLES FOR 75% SPACING {2W LANE SPACING, 27V WETTED DIA. USING NELSON SR150
GUN W/ 1.08" RING NOZZLE @ 50 psi, AND USING CALIBRATED WETTED DIA.
3.OPERATOR MUST TAKE PRECAUTIONS AND OBSERVE. IRRIGATION EVENTS TO PREVENT RUNOFF FROM
OVERAPPLICATION, SPRAY DRIFT, ETC. APPLICATION SHOULD NOT OCCUR IN OVER 5 mph WINDS
OR ON FROZEN OR SATURATED SOILS.
4. OPERATOR MUST VERIFY REQUIRED SETBACKS AND MARK TRAVELER LANES TO ENSURE ACCURATE APPL.
5. TRAVEL LANES MUST BE LOCATED AND INSTALLATION CERTIFIED BY DESIGNER OR
CERTIFIED IRRIGATION DESIGNER_
6. SYSTEM SHOULD BE CALIBRATED AND OPERATED TO DESIGN SPECIFICATIONS, OR DESIGN MUST BE
MODIFIED TO ACCOMMODATE CHANGES.

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PIRC SCALE
2w
-As
( fli FELT)
I bh - 10D fL
3 JOHN

CH FARM
auwv " am
cum
35-501

l
60
Operator:John Minnich
County:
Sampson
Distance to nearest residence (other
than
owner):
1. AVERAGE LIVE WEIGHT
(ALW)
0 sows (farrow to
finish)
x
1417
lbs.
0 sows (farrow to
feeder)
x
522
lbs.
2940 head (finishing
only)
x
135
lbs.
0 sows (farrow to
wean)
x
433
lbs.
0 head (wean to feeder)
x
30
lbs.
Describe other :
2.
3.
4.
Date: r 10I19/9y5.
f e e t ! TOO
= 0
lbs
= 0
lbs
= 396900
lbs
= 0
lbs
= 0
lbs
- 0
Total Average Live Weight = 396900 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume - 396900 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/Ib. ALW = 1 CF/lb. ALW
Volume - 396900 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION Sludge Accumulation Not Computed At
Volume 0.0 cubic feet Asners Neededquest Remove Sludge
TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 440.0
Inside top width (feet)---------------------- 193.1
Top of dike elevation (feet)----------------- 52.0
Bottom of lagoon elevation (feet)------------ 41.0
Freeboard (feet)-----------------------------
1.0
Side slopes (inside lagoon)------------------ 3.0 a 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 434.0 187.1 10.0
AREA OF TOP
LENGTH * WIDTH -
434.0 187.1 81205 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
374.0 127.1
AREA OF MIDSECTION
LENGTH * WIDTH * 4
404.0 157.1
47539 (AREA OF BOTTOM)
253888 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
81205.3 253888.3 47538.8 1.7

1
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:'
Lagoon (top of dike)
Length * Width =
440.0 193.1 84968.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 85250.0 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 = 396900 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 725004 gals. or 96925.7 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
Volume a 0.0 cubic feet
per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall M 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 49729.2 cubic feet
I

0
5D. Volume of 25 year - 24 hour storm
Volume = 7.01inches / 12 inches per foot * DA
Volume = 49729.2 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 96926 cubic feet
5B• 0 cubic feet
5C• 49729 cubic feet
5D. 49729 cubic feet
TOTAL 196384 cubic feet
6. SUMMARY
Temporary storage period=== ===========__=>
180
days
Rainfall in excess of evaporation===========>
7.0
inches
.25 year - 24 hour rainfall=======_=========a>
7.0
inches
Freeboard- ------ =====a=====____,�====a=====_>
1.0
feet
Side slopes- ====6=====s:===m=sa=tea==a===zs=>
3.0
: 1
Inside top length=====a=====________________>
440.0
feet
Inside top width=====xa:ss=asxs=a=====sz=zza>
*193.1
feet
Top of dike elevation=======================>
52.0
feet
Bottom of lagoon elevation=====_============>
41.0
feet
Total required volume=======================>
593284
cu. ft.
Actual design volume=====_==================>
637721
cu. ft.
Seasonal high watertable elevation (SHWT)===>
45.3
feet
Stop pumping elev.=====as==a==s=====________>
47.9
feet
Must be > or = to the SHWT elev----- ====_=>
45.3
feet
Must be > or = to min_ req. treatment el.=>
47.0
feet
Required minimum treatment volume=====__====>
396900
cu. ft.
Volume at stop pumping elevation============>
403533
cu. ft.
Start pumping elev.==_______________________>
50.3
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall=a>
587992
cu. ft.
Volume at start pumping elevation== ======>
581786
cu. ft.
Required volume to be pumped================>
146655
cu. ft.
Actual volume planned to be pumped==========>
178253
cu. ft.
Min. thickness of soil liner when required==>
t-rC
feet
o
7. DESIGNED BY: Lanier &(Houston CHECKED BY:
DATE: (O/! 9/ W I DATE: `l— ;7_0 ,_-
- C C(4 `C( /vo 1C (Jen t
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN ;we
COMMENTS:-* 1NiclJA al ;tnen y �o,4 _VolyrNt nJ ,, t0,4 Dye" CC ww
�' �O ,fir► S t� �gr a���a� [[nevi �;w.e,ns� �

1
operator:____________________________ ___====>John Minnich
son
Dist.to nearest residence (other than owner): ft.
sows (farrow to
sows (farrow to feeder):____________________>
head (finishing only):______________________>
0
sows (farrow to wean):______________________>
head (wean to feeder):______________________>
Ave. Live Weight for other operations(lbs.)=>
Storage volume for sludge accum. (cu. ft.):=>
Treatment Volume (min. 1 cu. ft./lb.)===____>
0.0
25 Year - 24 Hour Rainfall (in.)===_________>
0.0
Rainfall in excess of evaporation (in.)===__>
0.0
Drainage area of buildings & lots (sq. ft.)=>
Volume of wash water (gallons/day)====______>
Temporary storage period (days)_____________>
0
Freeboard(ft.}:____________________________>
0.0
Side slopes (inside lagoon):________________>
3.0 1
Inside top length (ft.).==__________________>
444.5
Inside top width (ft.):_____________________>
197.7
Top of dike elevation {ft.):________________>
52.0
Bottom of lagoon elevation (ft.):==_________>
39.0
Seasonal high water table(SHWT) elev.(ft.):=>
Total required volume:_____________> 0 cu.
ft.
Actual design volume:______________> 843432 cu.
ft.
Stop pumping el.(> or = to 0.0 ft.SHWT)>
ft_
943432,
— 72Or1O1
3 x
To+,I 1_ i ntr Est;-"4+t - SiFSO e.-Ild1
ES+1r+w-1t i,,c«6! 2.0 7o 'For ov--pa,604)

Operator:===================================>John Minnich
Date:- - �?1Z/06f95
Dist.to nearest residence (other than owner)':�,�ft,
sows (farrow to
sows (farrow to feeder):$= —==============>
head (finishing onlY)c______________________>
0
sows (farrow to wean):=====------===========>
head (wean to feeder):======================>
Ave. Live Weight for other operations(lbs.)=>
Storage volume for sludge accum. (cu. ft.):=>
Treatment Volume (min. 1 cu. ft./lb.)=======>
0.0
25 Year - 24 Hour Rainfall (in.}===________->
0.0
Rainfall in excess of evaporation (in.)=====>
0..0
Drainage area of buildings & lots (sq. ft.)=>
Volume of wash water (gallons/day)==========>
Temporary storage period (days)=============>
0
Freeboard(ft.).==__________________________>
0.0
Side slopes (inside lagoon):================>
3.0 1
Inside top length (ft.):____________________>
440.0,
Inside top width (ft.)._____________________>
193.1
Top of dike elevation (ft.):________________>
52.0
Bottom of lagoon elevation (ft.):==___-_____>
41.0
Seasonal high water table(SHWT) elev.(ft.):=>
Total required volume:=============> 0 cu.
ft.
Actual design volume:==============> 720801 cu.
ft.
Stop pumping el.(> or = to 0.0 ft.SHWT)>
ft.
APR
,�;:wn

UNITED STATES 160I L
DEPAMEItT 0r Ct1MIERVATION
AGn 1 CVLTURE $=VICE
------------------------------------------------------------
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFOAXATICb
? NAME �J'!til_ rh+l------___
------------------------
------------------------
------------------------
------------------------
. EL_rpHCNE-----------------.--
S
1Y43 b_�ufflJyp Y7
SIZE
j LOCATION
DISTANCE O NEAREST RESIDEWCE NOT OWNED BY
PRODUCER -FT.
IS SITE WITHIN 100-YEAR FLOOD PLAIN? YEa------ NO ---
If yen,, sCs aaaaot provide mmist,wo .
IS SITE AT LEAST 100 FT. FROM A "=LUE LINE" f
PERENNIAL STREM'? Ya___-- N`_---
If DO, site must be relocated.
IS SITE WITHIN I MILE ZONING JURISDICTION
OF A P'tUNICIPALITY? YES----- NO ----
If yes, "Ad"Ner "Ould "esult with loeal toning board
About roquirod permits. Permits must be obtained prior
to dssiga approval.
Are utilities in construction area? YES -----
No
, If yes, see Part $03 of the 00itioaai Rzgineering Manual- i
and follow policy.
tCopi*s of maps or other reference materials* may be
attach*,d to site evaluation.)
Page 1

NETLAND■
WILL SIT£ INVOLVE CLEARING WOODLAND OR ANY
NON -CROPLAND? ___-
If Yes, producer most complete a. Post ADEio2g; NO----
WILL ACTION RESULT IN SWAMPBUSTING?
IF WETLANDS ARE INVOLVED, IT IS THE RESPOtisIBILITY OFTHE+PRODUCER TO CONTACT THE US ARMY CORP OF
ENGINEERS
1 DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE AF° THE
ADDITIONAL PERMITS ARE REQUIRED. NO WE':L.31vD5 SHOO
j ALTERED UNTIL PRODUC7R RE -ELVES ED 8E WRITTEN
i US ERS N EN APPROVAT FROM
ARMY CORP OF ENGINE AND NC �I•'I -...• SOS,
'".kNAGEMENT. S_... OF ENVIRONMENTAL
_Ay
(A copy of AD-1026 and CPA-026 should be attached to
site evaluation.)
OTHER ENVIRONMENTAL FACTORS
1S A_'QDn wr-S
'OR T•.R..
i / �n. tiE0 SPECIE
PRESENT?
--•.••„
IS A DESIGNATED NAT RAr-~r-• T"+^"= NC'✓
PLANK m
AREA OP. WILL PLA:dN£L, AC:'IOhS IMPACT ON AN
ADJACENT NATt'RAI,
SCENIC AREA?
IS AN ARCHAEOLOGICAL OR HISTORICAL TF
Jn NO----
PLANNED AREA? SI,..
L'CATED IN THE/
I ARE THERE PRIME, (JNgIQj,�g r YES---- Np-_--
FARMLANDS IN ..00ALi•Y ??rPO"
S'Z`UNI
T:iE OP TT*
ERAS +.IG UNIT?
?
WILL THE ACTION RESULT iN TT"TT r�
°- - SODB..S
4'ES- NO----
T _NG _
yrj---- NO
If yes to any of these questions, refer
for policy sources.
to 'a:m NC-CPA-15
The form does not need
i completed.
to be
_ ODOR CONTROL
-
N:HS DOR - C.ONTjR'..O.L LB' :E.N �aSCj.55'..0 /a '+
I`n
FRODU
........PR DOM:NANT k:NO D 1RECr.loN'
CZ' =R /...,.....
_//��1�+�+T _ �y�j!� //��
. • • • . . • •PY SS�✓a.E EXP-2 ;SIGN OF TREAT }:.n
•
Zr..7— — a�0_---
rf1Hi. v
�`.:.
._ WATER TO A^
AT t.:nSi ii 2 OF E
CAPACITY?
....... t S I IG GGi OD ..
Di MENT
. _..- ►vim----
`
; LACAT oN Cr ASTE?
_ J
I__---- NC----
Page 2

SCS-ENG-SM U. S. DEPARTMENT OF AGRICULTURE
Rev_ 5-70 SOIL CONSERVATION SE"CE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED Pd16 SITE
FARMR-8 NAME DISMCT
DATE
PHOTO SHEET NO. WORK
WATERSHED AREA MEASUREMENTS
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TYPES OF MATERIAL
(Use one of
UNIFIED CLASSIFICATION
OW -Well graded gravels; gravel, -sand mix
r GP -Poorly graded gravels
GM -Silty gravels; gravel -sand -silt mix
GC -Clayey gravels; gravel -sand -clay mix
SW -Well graded sands; sand-gr#vel mix
SP - Poorly graded sands
SM -Silty sand
SC -Clayey sands; sand -clay mixtures
ML - Silts; silty; v. fine sands; sandy or clayey silt
CL -Clays of low to medium'pUmticity..
CH -Inorganic clays of high plasticity
MR -Elastic silts
OL Organic silts and silty clays, low plasticity
OH -Organic clays, medium to high plastipity
L Suitable material for embalm ent is available
sawsae Xw-
USO& CL ASSIFICAMON"
g - gravel -
s - sand
vfs - very fine sated
sl:- sandy login
fsl-fine sandy loam
1- loam
gl -gravelly loam
Si - silt
nil -silt Ioam
cl - clay loam
sicl - silty clay loam
scl --sandy clay lows
sic -silty clay
c - clay
Q No (Mww a w&re totaled on to .skahh M
REMARKS: -Ae, 0m., of 14e, /4-20Sp s4'raj
h7 Pee�Glor i%t P.. sw S-" #-
�dGK �as r r
,s�,oe,.1 �i�. s. �e�,, e3r,.s�+ eR. S e�cm�.....,r��e✓� �[.v�'. �.+.�{��_
2. Explain hwmrds ruing special attention in design (seepay, sp,r w._,oat
GENERAL REMARKS:

•I .

1
.1, SHEET 1 OF 2
OPERATIOR 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 an temporary storage) to be reached may vary
due to site conditions. an
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- 0A
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 stora a pump -out of the lagoon when fluid level
reaches the elevation 59.3 as marked.by permanent marker. Stop pump -
out when the fluid level reaches elevation 47.9 . This temporary
storage, less 25 yr- 24 hr storm, contains 146655 cubic feet or
1096978 gallons.

IL
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.

1
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.
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.
'Q_o
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE - �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.

I
I
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 necessaty to insure proper moisture content
during placement of the liner. Themoisture 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 the
trench shall be backfilled and compacted with good material such as
SC. CL. or CH.

z
7
SEEDING SPECIFICATIONS
---------------------
AREA TO BE SEEDED: 4.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
11
0.0 LBS. FESCUE GRASS AT 60 LBS;.%ACRE
(BEST SUITED ON CLAYEY.OR NET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
120.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
0.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
40.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
4000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
8.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
400.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
I. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA. IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED

l' i
OPERA`i'ORt . 2h"
COUNTY: Su,r• A
TYPE OPERATION: F ;
6,24
If
Please review the attached plans and specifications carefully.
Retain this for your use and records. You must complete and mail
your DEM certification prior to stocking of animals.
The pad dimensions and grades are the best estimates. The
BUILDER or CONTRACTOR is responsible for final layout of the
pads. Lanier & Houston will assist landowner in the layout of
lagoon as requested by Mr. King of Prestage Farms.
The actual amount of material required for pads and dam may vary
from the estimates. The design will attempt to balance cuts and
fills as close as possible. If additional material is required,
the contractor and owner will negotitate on the price and
location of the borrow area.
Best Estimates:
+P Pike -
/Pa J �xca!„�� � f1ew �ol,,�.•,e�
ak
— s-wa Clsy liw�r vol�..� V,,u,S
"t ch ec.keJ 6y 4%wpi" Cv, AJACS
Total Required Volume (cu. ft.) : S93X,?1j
Actual Design Volume (cu. ft. ) : _ 63 7']1 j _
Lagoon Excavation (cu.yd.):_ f']ap6
Dike/Pad Excavation (cu.yd.):
TOTAL Excavation (cu.yd): 17886
OVERCUT FOR LINER (cu. yd. ) �5"0!q* ForMAI �-iner�f/Ve
Pad and Dike Fill (cu.yd.): 13104
TOTAL Fill (cu.yd.):
CLAY LINER (cu. yd. } SFc, lofni 1,;4c �x..Wsi 2,o%4
Cut/Fill Ratio:
Job Class: Date: 1 b 4
Designed By: Lanier & Houston
Approved By:

PLAN OF EXCAVATED WASTE STORAGE PiT
NAME! �nn /Y( Date: �Il /a /9S�
County: � C, ram. .;OP.
Address:
Mat ttatE,�tO i
f/
art. to► ILtY.steTI am
16
776
R q Ott. VMS LLEY. �
L�ES41V
a
Mso back tow values =twAatl. )
Use of facility:
capacity: cs[llons FU
Soil Type:
Beneh Mark DesC CM— 1 J --- -.r _ _Is± t-;
Bart=
Norml Liguid LwMl
Storage for normal Precip.
SwImra Liquid Level
25 yr. Storm Storage
crest Mw
Kau. flog Depth
Freeboard
Top of Dam
IMMM
eV •
If
is
Elw.
ZIeY.
S'�3. 3 44-
M
Slow.
Elev.
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