710068_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
APR 092019
waterway
Animal Waste Management Systems RegiOnal0Paratbleetabli
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: 71-0068 Certificate Of Coverage Number: AWS710068
2. Facility Name: FMC Farm
3. Landowner's Name (same as on the Waste Management Plan): Matthew Cavenaueh
4. Landowner's Mailing Address: 845 Sills Creek Rd
City: Willard State: NC Zip: 28478
Telephone Number: 910-284-2391 Ext. E-mail:
5. Facility's Physical Address: 425 Willard Rail Rd
City: Willard
6. County where Facility is located: Pender
7.
8.
9.
10. Operator Name (OIC): j.4 Of , fl 6
11. Lessee's Name (if there is not b Lessee, write "None"
State: NC
Farm Manager's Name (if different from Landowner):
Farm Manager's telephone number (include area code):
Integrator's Name (if there is not an Integrator, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Feeder to Finish
Operation Types:
Murphi, -Brown LLC
Phone No.:
9/ 2 g . 7- 39 l
Allowable Count
2,580
Zip: 28478
OIC #:q9 pb
Swine Cattle Dry Poultry Other Twins
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 Poultrt
Gilts Other Non Laying Pullet
Other Layers

ROY COOPER
GQverrar
MICHAEL S. REGAN
Sr Cory
LINDA CULPEPPER
ptreror
NORTH CAROLINA
Environmental Quality
February 27, 2019
Matthew Cavenaugh
FMC Farm
845 Sills Creek Rd
Willard, NC 28478
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 https://deq.nc.gov/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 %our continued coverage under the State Non -Discharge General Permits. \ou must submit an application for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facilit% Currently Covered by an
Expiring State Non -Discharge General Permit." The application form must be completed, signed and returned b% April 3. 2019.
Please note that you must include one 11 copy of the Certified Animal Waste Management Plan ICAWMPI with the
completed and sitrned application form. A list of items included in the CAWMP can be found on nage 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty .
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Enclosures
cc (w/o enclosures):
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Wilmington Regional Office, Water Quality Regional Operations Section
Pender County Soil and Water Conservation District
AFOG Section Central Files - AWS710068
Muiply -Brown LLC
Itioi'.Cara raDepartrertofEryrorrre,to .e t} I D.sso*.of%Vet= Raso.'aes
512 N. Ss 'shr.ry St. 11E3£ We Sen. oe 2e,tar I Fa e'gr , More Caro a 27693-1636
919.737 2:3 D

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,
i
U known)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
PP168
j
l �f L�
el,y
4r?,5��
65,340.00
20.00
(
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with. this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), 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]
ryry ,s
APR 092019
Water Quality
liegionao Operations Section

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:
Signature:
Title: °W/f1 e°
Date: .3✓29h r
. anne: 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

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 El
❑ ❑
El El
❑ ❑
❑ ❑
Version —November 26, 2018
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant iicensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opiniorof 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 to ■ rary procedures or measures for disposal according to G.S. 106-399.4.
ignature of Farm Owner/Manager
7
Signature of T- nical Specialist
2
3
27
Date
2'97(
Date

4/2/2019
425 Willard Rd - Google Maps
Go gle Maps 425 Willard Rd
Imagery ©2019 Google, Map data ©2019 Google 500 #
https://www.google.com/maps/p!ace/425+Willard+Rd,+Willard,+NC+28478/@34.6942208,-77.9857269,1179m/data=!3m1!1 e3!4m5!3m4!1s0x89abd41... 1/1

�- (Pali 8-0)
Cel,putti ,,73/1.46 4,1,4)
Nutrient Management Plan For Animal Waste Utilization
05-05-2018
This plan has been prepared for:
FMC #1
Matthew Cavenaugh
845 Sills Creek Road
Willard, NC 28478
[phone]
This plan has been developed by:
Greer Moore
Clear Run Farms Consulting Services Inc.
P© Box 338
Harrells, VC 28444
(910)38 r -6456
J flit!.
Developer Signal
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
f (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.
k
‘41:
Signature (owner)
Drite
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water�ionservation Commission.
Plan Approved By:
S--/ig
Technical Specialist ignature Date
372261 Database Version 3.1 Date Printed: 05-05-2018 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 2,391,660 gals/year by a 2,580
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
5509
Incorporated
9460
Injected
10418
Irrigated
5988
Max. AvaiL
PAN (Ibs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit abs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
5,988
6919
-931
2,763,653
,
-371,993
Year 2
5,988
7660
-1,672
3,059,759
-668,099
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.
372261 Database Version 3.1 Date Printed: 05-05-2018 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
Index (LI)
Soil Series
Crop Sequence
RYE
FMC
1
1_ 18
1.18
N/A
Goldsboro
Com, Grain
+
130 bu.
..
Wheat, Grain
65 bu_
Soybeans, Manured, Double Crop
38 bu.
FMC
I0
I.07
1.07
N/A
Goldsboro
Com, Gram
130 bu.
Wheat, Grain
65 bu.
Soybeans, Manured, Double Crop
1
38 bu.
FMC
r.
11
1.30
,
1.30
N/A
Goldsboro
Corn, Grain
130 bu.
i
Wheat, Grain
65 bu.
r
Soybeans, Manured, Double Crop
38 bu.
FMC
12
2.80
2.80
N/A
Goldsboro
Com, Grain
130 bu.
Wheat, Grain
65 bu.
Soybeans, Manured, Double Crop
38 bu.
FMC
13
3.09
3.09
N/A
Goldsboro
Corn, Grain
130 bu.
Wheat, Grain
65 bu.
Soybeans, Manured, Double Crop
38 bu.
FMC
14
3.61
3.61
N/A
Goldsboro
Com, Grain
l30 bu.
Wheat, Grain
65 bu.
Soybeans, Manured, Double Crop
38 bu.
FMC
15
3.61
3.61
N/A
Goldsboro
Com, Grain
130 bu.
Wheat, Grain
65 bu.
Soybeans, Manured, Double Crop
38 bit.
FMC
16
1.79
1.79
NIA
Goldsboro
Com, Grain
130 bu.
Wheat, Grain
65 bu.
Soybeans, Manured, Double Crop
38 bu.
FMC
2
2.75
2.75
N/A
Goldsboro
Corn, Crain
130 bu_
Wheat, Grain
65 bu.
Soybeans, Manured, Double Crop
38 bu.
FMC
3
1.38
1.38
NIA
Goldsboro
Corn, Grain
130 bu.
Wheat, Grain
65 bu.
Soybeans, Manured, Double Crop
38 bu.
FMC
4
1.45
1.45
N/A
Goldsboro
Corn, Grain
130 bu.
372261
Database Version 3.1
Date Printed 5/5/2018
PCS Page 1 of 2
NOTE: Symbol* means user entered data_

Planned. Crops Sumrnary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (Li)
Soil Series
Crop Sequence
RYE
Wheat, Grain
65 bu.
Soybeans, Manured, Double Crop
_ 38 bu.
FMC
5
132
1.32
N/A
Goldsboro
Com, Grain
130 bu_
Wheat, Grain
65 bu.
Soybeans, Manured, Double Crop
38 bu.
FMC
6
3.18
3.18
N/A
Goldsboro
Corn, Grain
130 ha.
Wheat Grain
65 bu.
Soybeans, Matured, Double Crop
38 bu.
FMC
7
1.73
1.73
N/A
Goldsboro
Corn, Grain
130 bu,
Wheat Grain
65 bu.
Soybeans, Manured, Double Crop
38 bu.
FMC
8
2.88
2.88
NIA
Goldsboro
Cern, Grain
130 bu.
Wheat, Grain
65 bu.
Soybeans, Manured, Double Crop
38 bu
FMC
9
2.16
2.16
N/A
Goldsboro
Corn, Grain
130bu.
Wheat, Grain
65 bu.
1
Soybeans, Manured, Double Crop
38 bu.
PLAN TOTALS:
35.30 35.30
I
Potential Leaching
Technical Guidance
2
Low potential to contribute to soluble
nutrient leaching below the root zone.
None
>= 2
<=10
Moderate potential to contribute to
soluble nutrient leaching below the root
zone.
Nutrient Management (590) should be planned.
> 10
High potential to contribute to soluble
nutrient Ieaching bdow the mot zone.
Nutrient Management (590) should be planned. Other conservation practices that improve
the soils available water holding capacity and improve nutrient use efficiency should be
considered Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No-Tiil 1 (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
372261 Database Version 3.1 Date Printed 5/5/2018
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
Soil Series
Total
Acres
Use,
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm
Fen,
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(ace)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
_
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
FMC
1
S7
Goldsboro
1.18
1.18
Com, Grain
130 bud
2/15-6/30
148
0
20
]brig.
128
51.13
0.00
60,33
0.00
FMC
1
S7
Goldsboro
1.18
1,18
Wheat, Grain
65 bu,
9/1-4/30
136
0
0
irrig.
68
27.16
0.00
32.05
0,00
FMC
10
S7
Goldsboro
1.07
1.07
Corn, Grain
130 bu.
2/15-6/30
148
0
20
irrig.
128
51.13
0.00
54.71
0.00
FMC
10
S7
Goldsboro
1.07
1.07
Wheat, Grain
65 bu,
9/1-4/30
136
0
0
irrig.
68
27.16
0.00
29.06
0.00
FMC
11
S7
Goldsboro
1.30
1.30
Corn, Grain
130 bu.
2/15-6/30
148
0
20
irrig.
128
51.1.3
0.00
66.47
0.00
FMC
11
S7
Goldsboro
1.30
1.30
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
Ilrrig.
68
27.16
0.00
35.31
0.00
FMC
12
S7
Goldsboro
2.80
2.80
Corn, Grain
130 bu.
2/15-6/30
148
0
20
irrig.
128
51.13
0.00
143.16
0.00
FMC
12
S7
Goldsboro
2.80
2.80
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
'brig.
68
27.16
0.00
76,05
0.00
FMC
13
S7
Goldsboro
3.09
3.09
Com, Grain
130 bu,
2/15-6/30
148
0
20
irrig.
128
51.13
0.00
157.99
0.00
FMC
13
S7
Goldsboro
3.09
3.09
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
irrig.
68
27,16
0.00
83.93
0.00
FMC
14
S7
Goldsboro
3.61
3.61
Com, Grain
130 bu.
2/15-6/30�
148
0
20
irrig.
128
51.13
0.00
184.57
0.00
FMC
14
S7
Goldsboro
3.61
3.61
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
irrig.
68
27.16
0.00
98.06
0.00
FMC
15
S7
Goldsboro
3.61
3.61
Corn, Grain
130 bu.
2/15-6/30
148
0
20
irrig.
128
51.13
0,00
184.57
0.00
FMC
15
S7
Goldsboro
3.61
3,61
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
irrig.
68
27.16
0.00
98.06
0.00
FMC
16
S7
Goldsboro
1.79
1.79
Com, Grain
130 bud
2/15-6/30
148
0
20
irrig.
128
51.13
0.00
91.52
0.00
FMC
16
S7
Goldsboro
1.79
1.79
Wheat, Grain
65 bu,
9/1-4/30
136
0
0
irrig.
68
27.16
0.00
48.62
0.00
372261. Database Version 3.1
Date Printed: 5/5/2018
WUT' Page 1 of 4

Waste Utilization Table
'I r et
Field
Source
ID
Soil Series
Total
Acres
the.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
'
Applic.
Metlnd
L
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
FMC
2
S7
Goldsboro
2.75
2.75:
Com, Grain
130 bu.
2/15.6/30
148
0
20
Irrig.
128
51.13
I -.
0,00
140,60
A
0.00
FMC
2
S7
Goldsboro
2.75
2.75
Wheat, Grain
65 bu,
9/1-4/30
136
0
0
Irrig.
68
27.16
0.00
74.70
0,00
FMC
3
S7
Goldsboro
1.38
1.38
Corn, Grain
130 bu,
2/15-6/30
148
0
20
Irrig.
128
51,13
0,00
70.56
0.00
PMC
3
S7
Goldsboro
1.38
1.38
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
brig.
68
27.16
0,00
37.48
0.00
FMC
4
S7
Goldsboro
1.45
1.45
Corn, Grain
130 bu.
2/15.6/30
148
0
20
lrrig.
128
51.13
0.00
74.14
0.00,
FMC
4
S7
Goldsboro
1.45
1.45
Wheat, Grain
65 bu.
9/1-4/30
136
i
0
0
lrrig.
68
27.16
0.00
39,39
0.00
FMC
5
S7
Goldsboro
1.32
1.32
Corn, Grain
130 bu.
2/15-6/30
148
0
20
brig.
128
51.13
0.00
67.49
0.00
FMC
5
S7
Goldsboro
1.32
1.32
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
(trig.
68
27.16
0,00
35.85
0.00
FMC
6
S7
Goldsboro
3.18
3.18
Corn, Grain
130 bu,
2/15-6/30
148
0
20
brig.
128
51.13
0.00
162,59
0.00
FMC
6
S7
Goldsboro
3.18
3.18
Wheat, Grain
1
65 bu.
9/1-4/30
136
0
0
brig.
68
27.1.6
0,00
86.38
0.00
FMC
7
S7
Goldsboro
1.73
1.73
Corn, Grain
130 bu.
2/15-6/30
148
0
20
lrrig,
128
51.13
0.00
88.45
0.00
FMC
7
S7
Goldsboro
1.73
1.73
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
brig.
68
27.16
0.00
46.99
0.00
FMC
8
S7
Goldsboro
2.88
2.88
Corn, Grain
130 bu.
2/15-6/30
148
0
20
lrrig.
128
51.13
0,00
147,25
0.00
FMC
r 8
S7
Goldsboro
2.88
2.88
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
Irrig.
68
27,16
0,00
78.23
0.00
FMC
9
S7
Goldsboro
2,16
2.16
Corn, Grain
130 bu,
2/15.6/30
148
0
20
Irrig.
128
51,13
0,00
110.44
0.00
FMC
9
S7
Goldsboro
2.16
2.16
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
Irrig.
68
27,16
0.00
58.67
0.00
Total App
ied,1000 gallons
2,763.65
Total Produced, 1000 gallons
2,391.66
,:, • ,,..
Balance, 1000 gallons
-371.99
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
'0.00
Notes: 1. In the tract column, - symbol means leased, otherwise, owned.
2. Symbol * means user entered data,
372261 Database Version 3.1
Date Printed: 5/5/2018
WUT Page 2 of 4

Waste Utilization Table
Year 2
Tract
lk A
Field
Source
ID
Soil Series
Total
Acres
I
Use.
Acres
I
Crop
RYE
Applic. .
Period ;
I
Nitrogen
PA
Nutrient
Reqd
(lbs/A)
Cant
Fen,
Nutrient
Applied
(Ibs/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
N
N
1000
gal/A
Tons
1000 gals
tons
FMC
1
S7
Goldsboro
1,18
1,18
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
r •r
Irrig._
68
27.16
0,00
32.05
0.00
FMC
1
S7
Goldsboro
1.18
1.18
Soybeans, Manured, Double Crop
38 bu.
4/1-9/15
149
0
0
]Trig.
149
59.52
0.00
70.23
0.00
FMC
10
S7
Goldsboro
1.07
1.07
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
Irrig.
68
27,16
0,00
29.06
0.00
FMC
10
S7
Goldsboro
1.07
1.07
Soybeans, Manured, Double Crop
38 bu.
4/1-9/15
149
0
0
Irrig,
149
59.52
0.00
63,68
0,00
FMC
11
S7
Goldsboro
1.30
1,30
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
Irrig,
68
27,16
0.00
55,31
1
0.00
FMC
11
S7
Goldsboro
1.30
1.30
Soybeans, Manured, Double Crop
38 bu,
4/1-9/15
149
0
0
Irrig.
149
59.52
0.00
77.37
0.00
FMC
12
S7
Goldsboro
2.80
2.80
Wheat, Grain
65 bu,
9/1-4/30
136
0
0
Irrig.
68
27.16
0.00
76,05
0.00
FMC
12
S7
Goldsboro
2.80
2.80
Soybeans, Manured, Double Crop
38 bu.
4/1-9/15
149
0
0
Irrig.
149
59,52
0.00
166.65
0.00
FMC
13
S7
Goldsboro
3.09
3.09
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
Irrig.
68
27.16
0.00
83.93
0,00
FMC
13
S7
Goldsboro
3.09
3.09
Soybeans, Manured, Double Crop
38 bu.
4/1-9/15
149
0
0
Irrig.
149
59,52
0.00
183.91
0.00
FMC
14
S7
Goldsboro
3.61
3,61
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
Irrig.
68
27.16
0.00
98.06
0.00
FMC
14
S7
Goldsboro
3,61
3.61
Soybeans, Manured, Double Crop
38 bu.
4/1-9/15
149
0
0
Irrig.
149
59.52
0.00
214,86
0.00
FMC
15
S7
Goldsboro
3.61
3.61
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
Irrig.
68
27,16
0.00
98.06
0.00
FMC
15
S7
Goldsboro
3,61
3.61
Soybeans, Manured, Double Crop
3& bu,
4/1-9/15
149
0
0
Irrig,
149
59.52
0.00
214.86
0.00
FMC
16
S7
Goldsboro
1.79
1.79
Wheat, Grain
65 bu,
9/1-4/30
136
0
0
Irrig,
68
27.16
0.00
48.62
0,00
FMC
16
S7
Goldsboro
1.79
1.79
Soybeans, Manured, Double Crop
38 bu.
4/1-9/15
149
0
0
Irrig.
149
59,52
0.00
106.54
'0.00
FMC
2
S7
Goldsboro
2.75
2.75
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
Irrig.
68
27,16
0.00
74.70
0.00
FMC
2
S7
Goldsboro
2.75
2.75
Soybeans, Manured, Double Crop
38 bu.
4/1-9/15
149
0
0
Irrig.
149
59.52
0.00
163.67
0.00
FMC
3
S7
Goldsboro
1.38
1.38
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
Irrig.
68
27.16
0.00
37.48
0.00
FMC
3
S7
Goldsboro
1.38
1.38
Soybeans, Manured, Double Crop
38 bu.
4/1-9/15
149
0
0
Irrig.
149
59,52
0.00
82.13
0.00
FMC
4
S7
Goldsboro
1,45
1.45
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
Irrig.
68
27.16
0.00
39.39
'0.00
FMC
4
S7
Goldsboro
1.45
1.45
Soybeans, Manured, Double Crop
38 bu.
4/1-9/15
149
0
0
brig.
149
59,52
0.00
86.30
'0,00,
372261 Database Version 3.1
Date Printed: 5/5/2018
WUT Page 3 of 4

Waste Utilization Table
Year 2
Tract
Field
Source
ID
Soil Series
Total
Acres
Use,
Acres
Crop
RYE
Applic.
Period
'Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Cantu
Felt.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
,
Applies
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
FMC
5
S7
Goldsboro
1.32
1,32
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
Irrig.
68
27.16
0.00
35.85
0.00
FMC
5
S7
Goldsboro
1.32
1.32
Soybeans, Manured, Double Crop
38 bu.
4/1-9/15
149
0
0
Irrig.
149
59.52
0.00
78.56
0.00
FMC
6
S7
Goldsboro
3.18
3.18
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
Irrig.
68
27.16
0.00
86.38
0.00
FMC
6
S7
Goldsboro
3.18
3.18
Soybeans, Manured, Double Crop
38 bu,
4/1-9/15
149
0
0
Irrig,
149
59.52
0,00
189.26
0.00
PMC
7
S7
Goldsboro
1,73
1.73
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
Irrig.
68
27.16
0,00
46.99
0.00
FMC
7
S7
Goldsboro
1.73
1,73
Soybeans, Manured, Double Crop
38 bu.
4/1-9/15
149
0
0
Irrig.
149
59,52
0.00
102,96
0.00
FMC
8
S7
Goldsboro
2.88
2.88
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
Irrig.
68
27,16
0.00
78.23
0.00
FMC
8
S7
Goldsboro
2.88
2,88
Soybeans, Manured, Double Crop
38 bu.
4/1-9/15
149
0
0
Irrig.
149
59.52
0.00
171.41
0,00
FMC
9
S7
Goldsboro
2.16
2.16
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
Irrig.
68
27.16
0,00
58.67
0.00
FMC
9
S7
Goldsboro
2.16
2.16
Soybeans, Manured, Double Crop
38 bu.
4/1.-9/15
149
0
0
Irrig.
149
59.52
0.00
128.56
0.00
Total App ied, 1000 gallons
3,059.76
Total Produced, 1000 gallons
2,391,66
-668.10``
`w., . "'' . ,,
Balance, 1000 gallons
Total Applied, tons
'0.00
Total Produced, tons
'0.00
Balance, tons
'0,0d
Notes: 1. In the tract column, - symbol means leased, otherwise, owned.
2. Symbol * means user entered data.
372261 Database Version 3.1 Date Printed: 5/5/2018
WUT Page 4 of 4

The hri tion 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 hate
(inches/hour)
Application Amount
(inches)
FMC
1
GoIdsboro
0.50
1.0
FMC
10
Goldsboro
0.50
1.0
FMC
11
Goldsboro
0.50
1.0
FMC
12
Goldsboro
0.50
1.0
FMC
13
Goldsboro
0.50
1.0
FMC
14
Goldsboro
0.50
1.0
FMC
I5
Goldsboro
0.50
1.0
FMC
16
Goldsboro
0.50
1.0
FMC
2
Goldsboro
0.50
1.0
FMC
3
Goldsboro
0.50
1.0
FMC
4
Goldsboro
0.50
1.0
FMC
5
Goldsboro
0.50
1.0
FMC
6
Goldsboro
0.50
1.0
FMC
7
Goldsboro
0.50
1.0
FMC
8
Goldsboro
0.50
1.0
FMC
9
Goldsboro
0.50
1.0
372261 Database Version 3.1 Date Printed 5/5/2018
NOTE: Symbol * Means user Entered data.
IAF Page 1 of 1

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. Sim
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 concenl. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilisation Table
ir
crop
Maximum
PA-N Rate
Iblac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
5 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Com 120 bu
150
13.16
3234
64.69
97.03
Hay 6 ton RYE.
300
26.32
16.17
32.34
48.52
Soybean 40 bu
160
14.04
30.32
60.64
90.97
372261 Database Version 3.1 Date Printed: 05-05-2018 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate ofthe 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. lithe available storage capacity is greater than the design storage
capacity, this indicates thatthe plan calls for the application of nutrients that have not yet accumulated.
Ifavailable 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.
Source Name
Swine Feeder -Finish Loon Liquid
Design Storage Capacity (Days)
Start .Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days) *
1
1
28
1
2
55
1
3
79
1
4
104
1
5
128
1
6
153
1.
7
122
1
8
91
1
9
120
1
10
118
1
11
117
1
12
115
2
1
113
2
2
114
2
3
112
2
4
173
2
5
180
2
6
180
2
7
180
2
8
180
2
9
180
2
10
149
2
11
119
2
12
88
* Available Storage Capacity is calculated as of the end of each month.
372261 Database Version. 3.1 Date Printed: 05-05-2018 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3, Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based- upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
peryear. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre peryear 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).
372261 Database Version 3.1 Date Printed: 5/5/2018 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1,1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1,1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
372261 Database Version 3.1 Date Printed: 5/5/2018 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.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
3722RFCEi 'atigsAision 3.1
APR 092019
Water Quality
Regional operationeSeciivn
Date Printed: 5/5/2018 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 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.
372261 Database Version 3,1 Date Printed: 5/5/2018 Specification Page 4

Crop Notes
The following crop note applies to field(s): 1, 10, 11, 12, 13, 14, 15, 16, 2, 3, 4, 5, 6, 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, 10, 11, 12, 13, 14, 15, 16, 2, 3, 4, 5, 6, 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 FebruaryMarch. The total N is dependent on the soil type. Plant
samples can be analyzedduringthe growing seasonto monitor the nutrient status of the wheat. Timely
management of diseases, insects and weeds are essential for profitable wheat production.
372261 Database Version 3.1 Date Printed: 05-05-2018 Crop Note Page 1 of 2

The following crop note applies to field(s): 1, 10, 11, 12, 13, 14, 15, 16, 2, 3, 4, 5, 6, 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.
372261 Database Version 3.1 Date Printed: 05-05-2018 Crop Note Page 2 of 2

Landowner / Operator Name
Adress
Telephone
TABLE 1 - Field Specifications
WETTABLE ACRES
IRRIGATION SYSTEM DESIGN PARMATERS
and
COMPUTATIONAL WORKSHEET SUMMARY
Pete Padgett # 1
8349NCHwy 11
Willard NC 28478
County,
Date
Facility #
Duplin
f 2/6/01
71-68
Tract
Number
Hydrant
or
field(1)
Number
acres
start end
wetted
area
acres
middle
wetted
area
acres
stop end
wetted
area,
Approximate
Maximun
Useable Size
of field (2)
(acres)
Table
column
Length
of
pulls
In feet
Width
of
pulls
in feet
Soil Type
Slope
(%)
Crop(s)
Maximun
Application
Rate (3)
(in/hr)
Maxiumn
Application'
per Irrigation
cycle (3)
(inches)
1616
12
0.47
2,12
0,21
2.8
EE70
B-E
555
170
GOA
0-5
CORN / WHEAT / SOYBEANS
0.5
1
1616
13
0.47
2.41
,
0.21
3.09
EE70
B-E
700
150
GOA
0-5
CORN / WHEAT / SOYBEAN
0.5
1
1613
14
0.47
2.93
0.21
3.61
EE70
B-E
750
; 170
NOB
0-5
CORN / WHEAT / SOYBEAN,
0,5
1
1813
15
0.47
2,93
0.21
3.61
EE70
B-E
730
170
NOB
0-5,
CORN / WHEAT / SOYBEAN
0.5
1
1613
16
0.24
1.34
0.21
1.79
EE70
B-E
650
90
NOB
0-5
CORN / WHEAT / SOYBEAN;
0.5
1
1 see attached map.
2 Total field acreage minus required buffer areas.
3 Refer to N.C. irrigation guide, Field Office Technical Guide, Section II G. Annual application must not exceed the agronomic rates for the soil and crop used.
Wettable Acre Computational Worksheet Completed by: 16 ( DateWO!

Landowner / Operator Name
Adress
Telephone
TABLE 1 - Field Specifications
WETTABLE ACRES
IRRIGATION SYSTEM DESIGN PARMATERS
and
COMPUTATIONAL WORKSHEET SUMMARY
Pete Padgett # 1
8349 NC Hwy 11
Willard NC 28478
County
Date
Facility #
Duplin
2/6/01
71-68
Tract
Number
Hydrant
or
field (1)
Number
acres
start end
wetted
area
acres
middle
wetted
area
acres
stop end
wetted
area,
Approximate
Maximun
Useable Size
of field (2)
(acres)
Table
column
Length
of
pulls
In feet
Width
of
pulls
in feet
Soil Type
Slope
(%);
Crop(s)
Maximun
Application
Rate (3)
(in/hr)
Maxiumn
Application,
per Irrigation
cycle (3)
(inches)
1347
1
0.24
0.83
0.11
1.18
EE70
B-E
400
90
GOA
0-5,
CORN / WHEAT / SOYBEAN;
0.5
1
1347
2
0.47
2.07
0.21
2.75
EE70
B-E
530
170
GOA
0-5
CORN / WHEAT / SOYBEAN;
0.5
_
1
1347
3
0.24
1,03
0,11
1.38
EE70
B-E
500
90
GOA
0-5
CORN / WHEAT / SOYBEAN;
0.5
1
1613
4
0.48
0.92 _
0.05
1,45
EE75
B-D
400
100
NOB
0-5
CORN / WHEAT / SOYBEAN;
0.5
1
1347
5
0.24
0.97
0.11
1.32
EE70
B-E
470
90
GOA
0-5
CORN / WHEAT / SOYBEAN'
0.5
1
1347
6
0,47
2.5
0.21
3.18
EE70
B-E
640
_
170
GOA
0-5
CORN / WHEAT / SOYBEAN'
_
0.5
1
1347
7
0.24
1.38
0.11
1,73
EE70
B-E
670
90
GOA
0-5
CORN / WHEAT / SOYBEAN'
0.5
1
1616
8
0.47
2,2
0.21
2.88
EE70
B-E
560
170
.,
GOA
0-5
CORN / WHEAT / SOYBEAN,
0.5
1
1616
9
0,47
1.48
0.21
2.16
EE70
B-E
380
170
GOA
0-5;
CORN / WHEAT / SOYBEAN;
0.5
_
1
1616
_ 10
0.24
0,72
0.11
1.07
EE70
B-E
350
90
GOA
0-5
CORN 1 WHEAT / SOYBEAN'
0,5
1
1616
11
0.47
0.72
0.11
1,3
EE70
B-E
260
120
GOA
0.5,
CORN / WHEAT / SOYBEAN!
0,5
1
1 see attached map.
2 Total field acreage minus required buffer areas.
3 Refer to N.C, Irrigation guide, Field Office Technical Guide, Section II G. Annual application must not exceed the agronomic rates for the soil and crop used.
Wettable Acre Computational Worksheet Completed by:
Date
1

Padjell ot1
-
Fa. -it 91-‘
—
1 Inch = 400 Feet. 1II\Fi- 6476
Date: 1/19/2M—P
, NAME=PADGETT EDWARD EARL
ADDR=8349 NC HWY 11
CITY=WILLARD
STATE=NC
' ZIP=28478
PROP ADDR=11 HWY
PROP-DESC=ON NIS NC 11 01 1 F
DEED-DATE=02/11/86
within this jurisdiction, and is compiled from recorded deeds, ei STAMPS=
BK PG=655/108
This map is prepared for the inventory of real property found
plait. and other public records and data. Users of this map,,- APR2=H021.- 054
are hereby notified that the aforementioned public primary
ACCT 11>28175
information sources shoulds. he conIdled for verification of TAIRWMF.111C1
PENDER COUNTY GIS

EMERGENCY ACTION PLAN
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or pinning 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 available to all
employees at the facility, as accidents, leaks, and breaks could happen at any time. Your
Emergency Action -Plan is as follows:
1. Stop the release of wastes_ Depending on the situation, this may not be possible.
Suggested responses to problems are listed below:
a. Lagoon overflow possible solutions are:
> Add soil to berm to increase elevation of darn
> Pump wastes to fields at an acceptable rate
> Stop all additional flow to the lagoon (waterers)
> Call a pumping contractor
> Make sure no surface water is entering the lagoon
NOTE: These activities should be started when your lagoon level has exceeded the
temporary storage level.
b. Runoff from waste application field - actions include:
> Immediately stop waste application
> Create a temporary diversion or berm to contain the waste on the field
> Incorporate waste to reduce further runoff
c. Leakage from the waste dis ibution system:
> Pipes and sprinklers -actions include:
-stop recycle (flushing system) pump
-stop irrigation pump
-close valves to eliminate further discharge
-separate pipes to create an air gap and stop flow
> Flush system, houses, solids sepa tors -actions include:
-stop recycle (flushing system) pump
-stop irrigation pump
-make sure no siphon effect has been created
-separate pipes to create an air gap and stop flow

Emergency Action Plan
Page -2-
d. Leakage from base or sidewall of lagoon. Often these are seepage as opposed
to flowing leaks -possible action*:
> Dig a small well or ditch to catch all seepage, put in a submersible
pump, and pump back into lagoon.
> If holes are caused by burrowing animals, trap or remove animals and
fill holes and compact with a clay type soil
> Other holes may be likewise temporarily plugged withclay soil
*Lagoon problems require the consultation of an individual experienced in the
design and installation of lagoons for permanent repair measures.
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?
3. Contact appropriate agencies. The numbers are listed below:
a. During normal business hours, call your DWQ (formerly DEM) regional office
(910) 395 -3900, Emergency number: [phone]. 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, what
corrective measures have been under taken, and the seriousness of the -
situation. -
b. If spill leaves property or enters surface waters,call local EMS [phone]
or 911.
c. Instruct EMS to contact local Health Department [phone].
d. Contact CES [phone], and local SWCD and NRCS office (91{1) 259-
4305 for advice/technical assistance.
e. Contact your swine company 3.2 - 7,2
4. Implement procedures as advised by DEM 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.

Flush Gutters
Insect Control Checklistfor Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Liquid Systems
• Accumulation of solids Flush system is designed and operated
s,sflicientlY
to remove accumulated solids from
utters as designed.
/pc Rrnove 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
sting of solids to a depth of no more than 6 -
8 inches over more than 30% of surface.
Maintain vegetative control along banks
lagoons and other impoundments to
prevent
Vegetative • Decaying vegetation of
Growth po p ent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
Dry Systems
Feeders • Feed Spillage 2' Design, operate and maintain feed systems (e.g.,
nkers and troughs) to minimize the
ccumulation ofdecaying wastage.
Clean up spillage on a routine basis (e.g., 7 10
ay interval during summer; 15-30 day interval
during winter).
Feed Storage • Accumulations of feed residues
Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
/moisture grain products).
Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.
).November 11, 1996. Page 1

Swine Farm Waste Management Odor Control Checklist
Source
Farmstead
Cause
• Swine production
Animal body surfaces • Dirty manure -covered animals
Floor surfaces • Wet manure -covered floors
Manure collection pits • Urine;
• Partial microbial decomposition
Ventilation exhaust fans
Indoor surfaces
• Volatile gases;
Dust
• Dust
BMPs to Minimize Odor
egetative or wooded buffers;
ecommended best management practices;
ood judgment and common sense
ry floors
lotted floors;
Waterers located over slotted floors;
0 eders at high end of solid floors;
crape manure buildup from floors;
nderfloor ventilation for drying
Fyequent manure removal by flush, pit recharge,
r scrape;
nderfloor ventilation
n maintenance;
icient air movement
ashdown between groups of animals;
Feed additives;
ceder covers;
Feed delivery downspout extenders to feeder
covers
Flush tanks
Flush alleys
• Agitation of recycled lagoon
liquid while tanks are filling
• Agitation during wastewater
conveyance
O ush tank covers;
Expend fill lines to near bottom of tanks with
ti-siphon vents
Underfloor flush with underfloor ventilation
Pit recharge points
Lift stations
• Agitation of recycled lagoon
liquid while pits are filling
'0 Extend recharge lines to near bottom of pits
with anti -siphon vents
• Agitation during sump tank
filling and drawdown
Outside drain collection • Agitation during wastewater
or junction boxes
conveyance
O Sump tank covers
O Box covers
Site Specific Practices
9114
ovember 11, 1996, Page 3
R

Source
Standing water around
facilities
Cause
• Improper drainage;
• Microbial decomposition of
organic matter
BMPs to Minimize Odor
Grade and landscape such that water drains
aw,ay from facilities
Manure tracked onto
public roads from farm
access
• Poorly maintained access roads ( Farm access road maintenance
Additional Information :
Swine Manure Management ; 0200 RuleBMP Packet
Swine Production Farm Potential Odor Sources and Remedies ; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment ; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment ; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage ; EBAE 103-83
'Calibration of Manure and Wastewater Application Equipment ; EBAE Fact Sheet
Controlling Odors from Swine Buildings ; PIH-33
Environmental Assurance Program ; NPPC Manual
Options for Managing Odor ; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies ; PRO107,1995 Conference Proceedings
TECHNICAL SPECIALISTS
DATE
!` �A3-17
DAT E
Site Specific Practices
Available From :
NCSU, County Extension Center
NCSU - BAE
NCSU - BAE
NCSU - BAE
NCSU - BAE
NCSU - BAE
NCSU - Swine Extension
NC Pork Producers Assoc
NCSU Agri Communications
Florida Cooperative Extension
November 11, 1996, Page 5

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

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

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. I€ technicalassistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the ram (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather):
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7:0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will. function. Mush- systems that wash- waste into the Iagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.

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

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

Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types
of failures include leakage through the bottom or sides, overtopping, and breach of the
dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
Modification of the lagoon structure ---an example is the placement of a pipe
in the dam without proper design and construction. (Consult an expert in
lagoon design before placing any pipes in dams.)
Lagoon liquid levels --high levels are a safety risk.
Failure to inspect and maintain the dam.
Excess surface water flowing into the lagoon.
Liner integrity ---protect from inlet pipe scouring, damage during sludge
removal, or rupture from lowering lagoon liquid level below groundwater
table_
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickl-y cause a large discharge
of wastewater and possible dam failure.

It
�~����u���
O�erator:__ �-�~ �-- �
,��%�
�����sa review the att�ched p|an and specificat�ons
�r�=�fu!`y. Ret�io this p�an for y ur use and re��rds. It is
tractor axd Soi�
s�r�o3|y 'ecom��e�ded t�at you, your con '
Cooserva��:n 8'erv|ce-personne� are /a a8�eement ae �o bow
' t d The So'! Conser�at�oo
t' *asts �aSoo� is to be co�struc e . .
h nceroe__par��
'.-
v�_
w�^x ��,
importart that �veryune understand what is expect d
; construc�on meet p|ans and specificationsa
� e
t if �os��s d°
be cert\fie�� for paymen u-q����
The pad dimenaod'grades a-
t the bestf
�'es�i a�es' The
DiILDER or C8NTRACTOR RESPONSIBLE fore ina| |ayout
- f th d s' The So Cooservation
e pa Serv(ce
and desiS� o .
personna| wi|| assist in a |imIted capacity, as its maJor
concero is the proper des}8n and constructioo ofthe`waste
treatent a8«»n'
The actuai amount of materia| required for pads an� dam may
from the e�timates The des\8o wi|| attempt tw ba!ance
va~y ^
�''- ib{ If dditiona ateria|
s and fi{|s as c\ose as po�s e. a _ _.�"
-r-- i d after c truction is comp|ete on the 1aSoon�
is raqu re oYy
i th | e and
the c'ntractor and thowt
e wner \|| ne8o a t e on e pr c '
l�cation of the borrow area~
NOTE:
Desi3n Re�u\rement: cu. yos'.
Est. ��xcavat�o:� zu.ft. = .:� cu. yds.
Ratio
�r�^ Date:
..job C�ass: -��
Designed 8y: Ic
Des[3n ApprovaI:
Date:
KoQ -
�Z�9
'.-'
cu^
yds.
L

Operator:Pete Padgett
County: PE
f:,7 C
)4-13-94
Distance to nearest residence (other than owner): 750 feet
1. STEADY STATE LIVE WEIGHT
0 Sows (farrow to finish) X 1417 lbs. = 0
0 Sows (farrow to feeder) X 522 lbs. = 0
2580 Head (finishing only) X 135 lbs. = 348300
0 Saws (farrow to wean) X 433 lbs. = 0
0 Head (wean to feeder) X 30 lbs. = 0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 348300
2: MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 348300 lbs..SSLW X Treatment Volume CF/lb. SSLW
Treatment Volume CF/lb. SSLW= 0.0 CF/lb. SSLW
Volume = 344000.0 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 318300. cubic feet dwntat Reiswors rib SAIDOKoe 1 UJ
. St u P E A;46 W.Ar .
4. TOTAL DESIGN VOLUME
Inside top: length 400 feet ; width 165 feet
Top of dike at.„slgytion 57.00 feet
Freeboard 1.0 eet Side slopes 3.00:1(inside)
Total design lagoon liquid level at elevation 56?;00 feet
Bottom of lagoon at elevation 44.00 feet
Seasonal high water table elevation 51.30 feet
Total design volume using prismoidal formula:
SS/END1 SS/END2 SS/SIDE1 SS/END2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 394.0 159.0 12.00
AREA OF TOP
LENGTH X WIDTH
394 159
AREA OF BOTTOM
LENGTH X WIDTH =
322 87
62646 (Area of Top)
28014 (Area of Bottom)
AREA OF MIDSECTION
LENGTH X WIDTH X 4
358 123 176136 (Area of Midsection X 4)
CU. FT. = [Area top+(4XArea Midsection)+Area Bottom] X Depth/6
62646 176136 28014 2
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 533592 CU. FT.

5. TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon (top of dike)
Length X Width =
400 165
= = = >
66000 Square Feet
Buildings (roof and lot water).
Length X Width =
0 0 0 Square Feet
TOTAL DA 66000 Square Feet
Design temporary storage to be 180 days.
A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume
Volume
348300 Lbs. SSLW X CF of waste/lb/day X
85264 Cubic feet
180
B. Volume of wash water
This is the amount of fresh water used for washing floors or
volume of fresh water used for a flush system. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Volume = 0 Gallons/day X 180=days storage/7.48
a11ons. per CF
Volume = 0 Cubic feet
C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by
largest amount.
180 days excess rainfall = 7.0 i-ti.ches
Volume = 7.0 Inches X DA / 12 inches per foot
Volume = 38500 Cubic feet
D. Volume of 25 year 24 hour storm
Volume =
hes / 12 inches per foot X DA
Volume = 44000 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 85264 Cubic feet
5B. 0 Cubic feet
5C. 38500 Cubic feet
5D. 44000 Cubic feet
TOTAL 167764 Cubic feet

6. SUMMARY
Total required volume = 516064 Cubic feet
Total design volume avail = 533592 Cubic feet
Min. reqrd. trtmnt. vol. plus sludge accum.= 348300 Cu. Ft.
At elev. 53.20 Ft; Vol= 370926 Cubic feet (end pumping)
Total design volume less 25yr-24hr storm = 489592 Cu. Ft.
At elev. 55.20 Ft; Vol= 484531.Cubic feet (start pumping)
Seasonal high water table elevation is. 51.30 Feet, which must
be lower than the elevation of top of treatment volume 53.20
DESIGNED BY:
APPROVED BY:
/7-1.w`-c-
DATE : 1.77
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES:

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
CLEARING:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be
removed within the area of the foundation of the embankment and
fill areas and all excavated areas. All stumps and roots exceeding
one (1) inch in diameter shall be removed to a minimum depth of
one (1) foot. Satisfactory disposition will be made of all
debris. The foundation area shall be loosened thoroughly before
placement of embankment material. Lagoon site (and pad site if
needed) to be stripped of topsoil (3") and stockpiled for use on dike
and pad slopes (2-3"). The topsoiling quantity is in excess of
amounts specified on page one (1).
Cut-off Trench:
A cut-off trench (when specified) shall be installed as shown in
the plans.
Construction:
Construction of excavated and earthfill areas shall be performed
to the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfil:l shall be placed in
max. of 6" lifts and not placed in standing water. Compaction
shall be performed by the construction equipment or sheeps-foot roller
during placement. The embankment of the lagoon shall be installed
using the more impervious materials. Construction of fill
heights shall include ten (10) percent for settlement. To
protect against seepage, when areas of unsuitable material are 2 Fmer
encountered, they will need to be excavated a minimum of one (1) f t
below grade and backfilled and compacted with a SCS approved
material (i.e.-CL,SC,CH). Refer to the soil investigation
information in the plans for special considerations. Precautions
should be taken during construction to prevent excessive erosion
and sedimentation.
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible
after construction according to seeding specifications sheet.

t., 4,15 IN/ II
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SCS-E4-538 U. S. DEPARTMENT OF AGRICULTURE
Raw. WO SOIL CONSERVATION SERVICE
SOIL -INVESTIGATION. TO DETERMINE SUITABILITY OF PROPOSED reND SITE -
FARMER'S NAME PS,- A.-- /0A-
DATE /-2.S - ' f, '' COUNTY.
S- C. S. PHOTO SHEET NO WORK UNIT
DISTRICT
WATERSHED AREA MEASUREMENTS -
CROPLAND ACRES PASTURE ACRES 11L WOODLAND —ACRES TOTAL •ACRES POND CLASS WORK UNIT CONSERVATIOstIST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approz aeale 1" v feet)
Locate wfiri OW .'us waft, now o/ dam and Idatlly co sketch.
L
IL
1
SHOW
DEPTH
SCALE 1 2 3 i 5 6 7 i S 110 '
o- i .S G
i-Z SA
a•3 5C. - SC
s-, 11Ple, Sit cij
* if- Strses �tG�
S-6 5
li
6-7 Se,CL r
- - A -9 Sri 1 - r C
- ?-/o S1" 1 C CI - Uri
-
1�re and list dam -We end sWRlwny
ontaaad on back wham naarssarid
BORING NUMBER AND PR FILE
sas Mot- tors Paneled am/ aid Off baring* • stems with usrn& rod !!ice
cm water table akaatons on dam-sile 'mos-
11j 12 13 14i1 116y 17
18 19 20 21j22
i)--1 Sm
41.
C4
v-�Z_...... v -
BORINGS MADE BY +� SIGNATURE & TITLE
M.
0
28

TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
UNIFIED. CLASSIFICATION
GW-Well graded gravels; gravel, sand mix
GP -Poorly graded gravels
GM -Silty gravels: gravel -sand -silt mix
GC -Clayey gravels; gravel -sand -clay saix
SW.Well graded sands: sand -gravel mix
SP - Poorly graded sands
SM - Silty sand
SC -Clayey sands;. sand -clay mixtures
ML - Silts; silty. v. fine sands; sandy orclayey silt
CL -Clays of law tc median plasticity
CH -Inorganic clays of high plasticity
MH - Elastic silts
OL-Organic silts and silty clays, low plasticity
OH -Organic clays, medium to high plasticity
USDA CLASSIFICATION
g- gravel . .
s -sand
vfs - very fine sand
sl-sandy loam '
fsl -fine sandy loam
1-loam .
gI - gravelly loam
si-silt .
sit -silt. loam
cl - clay loam
sicl -silty clay loam
sci -sandy clay loam
sic -silty clay
c -clay
1. Suitable material for embankment is available fYea II No andicare wham lecams on rh. near on
rwers t ads) �% r.
RsEMRKS: I ft.0 Se Rrem- 5 W �G z r O T /tt S ! ki: 5C O r C L�c�,T�rl.:
5 •
D '/(
G rt.44/,t, �.tN, ei 4. e 0 1e" D Au-O L //R tj DOA- +Ai s wo r£ %' fit/ �•.4k.
lf�.e rI: se a1g real of SSA( O r se h.,...f-e-rm is or 5 G a •. G L
y
rs �4 Sass. / reo�.se$ Jfa-w- t( 6e o u ercXeo-ya. 41 y i
-v(�6 �r�f
f f. (lcd rkp q +� i 'TS 0.)C11(4 ydao et.
5C o c - ,-'�-f er,q f 4A,1
Melanin' lLia hazards requiring special attention in deeir�J rS.maa.. sa.trmr.-rack etc; )44,ra
s� f zi e r qt G h o C4 L cf i 7 w o 7— T R.
=1)44-.1a.co- / .c.e.ds4r --o rye_' yg4.1
GENERAL REMARKS:
/i o CC?, ot.r•t. / re r a t*LrCeS oer O�G¢
24 125
28 211123 29 30 31 I1 32 1 33 34 35 36 371 391
_ 5_ 5
f 11 1 II II I
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11
39 40
41
42
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43
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44 45 46 471
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481
49 50
51
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•

U. S. Department of Agriculture
Soil Conservation Service
NC-ENG-34
September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner P h P1 e*• - County Pander -
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam It Ft. Length of Flood. Pool 400 Ft.
Date of Field Hazard Investigation
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
. Est. Elev. :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.
1 .• •
•
•
2 .
•
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach -L w .a ntn 1 D 44,1 ..uo AAUW°� '
,PEA
Hazard Classification of Dam a, b, c) (see NEM-Part 520.21)
Dam Classification (I, II, III, IV, V)
By I �'. e —, rJ ) •
name - (title)
Concurred By = n1,
name
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date
Date

OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) with
minimum odor control. The time required for the planned fluid level
to be reached (permanent + temporary_ storage) may vary due to
flushing operations and the amount of fresh water to be added to the
system.
The designed 6 months temporary storage is an estimated volume
based on : 1) waste from animals; 2) excess rainfall after
evaporation; and 3) the largest 24 hour (one day) rainfall that
occurs on the average of once every 25 years. The volume of
waste generated from a given number of animals will be fairly
constant throughout the year and from year to year. This
estimate is based on 7 inches of excess rainfall which is
equal to or exceeds the highest 6 months excess in a year.
The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will
need to be pumped each year. The 25 year rainfall will not be a
factor to consider in an annual pumping cycle, but this storage
volume must always be available. A maximum elevation is
determined in each design to begin pumping and this is usually
the outlet invert of pipe(s) from building(s). If the outlet
pipe is not installed on the elevation to begin pumping, a
permanent marker must be installed on this elevation to
indicate when pumping should begin. An elevation must be
established to stop pumping to maintain minimum treatment depth
(6 feet). Pumping can be started or stopped any time between
these two elevations for operating convenience as site
conditions permit (weather, soils, crop, and equipment 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 runoff from the field
or damage to crops.
The following items are to be carried out:
1. It is strongly recommended tha 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 pre -
charging is completed, 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 B) before land application.

3. Begin pump -out of the lagoon when fluid level reaches eleva-
tion?5:=_..2.Q;;as marked by permanent markers. Stop pump -out
when the fluid level reaches elevation . 5=3-" 20 or before
fluid depth is less than 6 feet deep (this prevents the loss of
favorable bacteria)-. The design temporary storage, less 25 year
storm is 123764 cubic feet or 925754 gallons. As stated
before, this volume will vary considerably from year to year.
4. The recommended maximum amount to apply per irrigation is one
(1) itch and the recommended maximum application rate is 0.4
inches per hour.
5. Keep vegetation on 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 100 feet cropland buffer or 25 feet of grass
vegetated buffer around waste utilization fields, particularly adjacent
to ponds, lakes, streams, open ditches, etc. Do not pump within
300 feet of a residence or within 100 feet of a well.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.
NOTES: