310015_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 al! information and crake any necessary corrections below.
Application must be signed and dated by the Pennittee.
1. Farm Number: 31-0015 Certificate Of Coverage Number: AWS310015
2. Facility Name: Magnolia HI, DM Section 4 Sites 1-4, Section 3 Sites 4-5
3. Landowner's Name (same as on the Waste Management Plan): II -onside Investment Management LLC
4. Landowner's Mailing Address: PO Box 1139
City: Wallace State: NC Zip: 28466-1139
Telephone Number: 910-285-1005 Ext. E-mail: alinton(imurfam.com
5. Facility's Physical Address: 1114 Beasley Mill Rd
City: Warsaw State: NC Zip: 28398
6. County where Facility is located: Duplin
7. Farm Manager's Name (if different from Landowner): A J Linton
a Farm Manager's telephone number (include area code): 910 285 1005 Ext. R I O - a g5-' /35 7
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
10. Operator Name (OIC): Alfred J. Linton Phone No.: -9iO=285 ee5- OIC #: 18625
11, Lessee's Name (if there is not a Lessee, write "None"): p o n �l 10-a85-135 7
12. Indicate animal operation type and number:
Current Permit:
Operation Types:
Operations Type Allowable Count
Swine - Wean to Feeder 400
Swine - Farrow to Wean 4,400
Swine - Feeder to Finish 48,520
Swine Cattle Dry Poultry OtherTvnes
Wean to Finish Dairy Calf Non Laying Chickens Horses - Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses - Other
Fanow to Finish Milk Cow Pullets Sheep - Sheep
Feeder to Finish Dry Cow Turkeys Sheep - Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknoum)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
DM 3-4
—
/9y'
91
C. C�'tq`
). �o ./P zbs
AA a n t5"
19.50
DM3-5
fife
C.; C,...E
Ili Ai`j ':�L(
j/ri i�C
19.50
DM 4-1
/91.r—
%_..)o-wad
f�J 4i/ si F%L✓(
{�"�'') /K':a
19.50
DM4-2afC'�"^^1
t' �ar,.114.t
f lf7y:j �C�"'E✓7e
5�✓;?
19.50
DM4-3
C..§��•Rjt
� fe,`g"t,
a i I,$ "Cr;
19.50
DM4-4
tfa99f
(! i
..p& "i'r
g
{i a3 ilri' Vac.
i 8' 1C?:.:�,
19.00
MAG3
ri
�-! (f
ats21 (gai"t
A aaa3C
19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with Ihi completed and signed application
as required by NC General Statutes 143-215.I0C(d) to the address below.
The CAWMP must include the following components:
I. 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: 2019PermitRenewal@nedenr,gov

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,, jsignaturee should be bbyy a principal executive officer of the corporation):
4f/7-'- Name: L// Title: L'avrnon/aieai (mjr
Signature:
Name:
Signature:
Name:
Signature:
Date:
Title:
Date:
Title:
Date:
L/-a-/9
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: 2019PermitRenewal a®ncdenr.gov
FORM: RENEWAL -STATE GENERAL 02/2019

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Oireftor
NORTH CAROLINA
Environmental Quality
February 27, 2019
Ironside Investment Management LLC
Magnolia III, DM Section 4 Sites 1-4, Section 3 Sites 4-5
PO Box 1139
Wallace, NC 28466-1139
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.naeov/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 your continued coverage under the State Non -Discharge General Permits, you 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
Expiring State Non -Discharge 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
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application fonn.
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
Duplin County Soil and Water Conservation District
AFOG Section Central Files - AWS3100I5
Murphy -Brown LLC
DE North Carctna Department of Envronmental euatity i Dihson of Water Rasoarces
512 N.7.900ury5t. 1636 Nsll Service Center (Raleigh, NoM Cararvna 27699-1636
� 919.7D7.9DD0

Valid la S'I
Expired
Facility Number:
31-15
Facility COC Number:
AWS310015
Facility Name:
Mag 111, DM Section 4 Site 1-4, Section 3 Sites 4-5
Landowner's Name:
Ironside Investment Management LLC
Landowner's Mailing Address:
PO Box 1139 Wallace, NC 28466
Facility's physical address:
1114 Beasleys Mill Road Warsaw, NC 28398
Type of Operation:
Farrow - Finish
Number of Animals:
53,320 (4,400 Farrow -Wean; 48,520 Feeder -Finish; 400 Wean -Feeder
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should
be used to reduce the amount of commercial fertilizer required for the crops in the fields
where the waste is to be applied. This waste utilization plan uses nitrogen as the
limiting nutrient. Waste should be analyzed before each application cycle. Annual soil
tests are strongly encouraged so that all plant nutrients can be balanced for realistic
fields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the needs of the crop to
be grown and the nutrient content of the waste. Do not apply more nitrogen than the
crop can utilize. Soil types are important as they have different infiltration rates,
leaching potentials, cation exchange capacities, and available water holding capacities.
Normally waste shall not be applied to land eroding at greater than 5 tons per acre per
year. With special precautions, waste may be applied to land eroding at up to 10 tons
per acre per year. Do not apply waste on saturated soils, when it is raining, or when
the surface is frozen. Either of these conditions may result in runoff to surface waters
which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of
nutrients for crop production and to reduce the potential for pollution, the waste should
be applied to a growing crop or applied to bare ground not more than 30 days prior to
planting. Injecting the waste or disking will conserve nutrients and reduce odor
problems.
The estimated acres needed to apply the animal waste is based on typical nutrient
content for this type of facility. Acreage requirements should be based on the waste
analysis report from your waste management facility. Attached you will find information
on proper sampling techniques, preparation, and transfer of waste samples to the lab
for analysis.
his waste utilization plan, if carried out, meets the requirements for compliance with
15A NCAC 2H.0217 adopted by the Environmental Management Commission.
NUP Page 1

Tract
Field
No.
WASTE UTILIZATION PLAN
Soil
Type
Table 1: ACRES OWNED BY PRODUCER
Crop Lbs. N Acres Lbs. N Month of
Per Acre Utilized
Application
MAG III
1
Blanton
Bermuda
160
3.0
480
Mar -Sep
MAG III
1
Blanton
Small Grain
50
3.0
150
Oct -Mar
MAG III
Aerway 1
Blanton
Bermuda
160
1.2
192
Mar -Sep
MAG III
Aerway 1
Blanton
Small Grain
50
1.2
60
Oct -Mar
MAG III
2-4
Blanton
Bermuda
160
10.1
1,616
Mar -Sep
MAG III
2-4
Blanton
Small Grain
50
10.1
505
Oct -Mar
MAG III
Aerway 2-4
Blanton
Bermuda
160
3.9
624
Mar -Sep
MAG III
Aerway 2-4
Blanton
Small Grain
50
3.9
195
Oct -Mar
MAG III
5 thru 7
Norfolk
Bermuda
222
13.0
2,886
Mar -Sep
MAG III
5 thru 7
Norfolk
Small Grain
50
13.0
650
Oct -Mar
MAG III
8 thru 12
Blanton
Bermuda
160
20.8
3,328
Mar -Sep
MAG III
8 thru 12
Blanton
Small Grain
50
20.8
1,040
Oct -Mar
MAG III
Aerway 5-12
Norfolk/Blanton
Bermuda
160
10.2
1,632
Mar -Sep
MAG III
Aerway 5-12
Norfolk/Blanton
Small Grain
50
10.2
510
Oct -Mar
MAG III
13-20
Blanton
Bermuda
160
41.9
6,704
Mar -Sep
MAG III
13-20
Blanton
Small Grain
50
41.9
2,095
Oct -Mar
MAG III
Aerway 13-20
Blanton
Bermuda
160
15.2
2,432
Mar -Sep
MAG III
Aerway 13-20
Blanton
Small Grain
50
15.2
760
Oct -Mar
Sect4
21-23
Blanton
Bermuda
160
12.7
2,032
Mar -Sep
Sect4
21-23
Blanton
Small Grain
50
12.7
635
Oct -Mar
Sect4
Aerway21-23
Blanton
Bermuda
160
12.3
1,968
Mar -Sep
Sect4
Aerway 21-23
Blanton
Small Grain
50
12.3
615
Oct -Mar
Sect4
24-29b
Blanton
Bermuda
160
51.7
8,272
Mar -Sep
Sect4
24-29b
Blanton
Small Grain
50
51.7
2,585
Oct -Mar
Sect4
Aerway 24-29b
Blanton
Bermuda
160
2.3
368
Mar -Sep
Sect4
Aerway 24-29b
Blanton
Small Grain
50
2.3
115
Oct -Mar
Sect4
30a-36
Autryville
Bermuda
202
32.7
6,605
Mar -Sep
Sect 4
30a-36
Autryville
Small Grain
50
32.7
1,635
Oct -Mar
Sect 4
Aerway 30a-36
Autryville
Bermuda
202
13.8
2,788
Mar -Sep
Sect4
Aerway 30a-36
Autryville
Small Grain
50
13.8
690
Oct -Mar
Sect4
37-38
Autryville
Bermuda
202
7.2
1,454
Mar -Sep
Sect4
37-38
Autryville
Small Grain
50
7.2
360
Oct -Mar
Sect4
Aerway 37-38
Autryville
Bermuda
202
0.8
162
Mar -Sep
Sect4
Aerway 37-38
Autryville
Small Grain
50
0.8
40
Oct -Mar
Sect4
40-47
Torhunta
Soybeans
136
30.9
4,202
Apr- Sept 15
Sect4
Aerway 40-47
Torhunta
Soybeans
136
8.2
1,115
Apr - Sept 15
Sect4
48-62
Torhunta
Soybeans
136
70.9
9,642
Apr- Sept 15
Sect4
Aerway 48-62
Torhunta
Soybeans
136
14.9
2,026
Apr - Sept 15
Sect4
63-76
Autryville
Bermuda
202
61.4
12,403
Mar -Sep
Sect 4
63-76
Autryville
Small Grain
50
61.4
3,070
Oct -Mar
Sect 4
Aerway 63-76
Autryville
Bermuda
202
0.6
121
Mar -Sep
Sect 4
Aerway 63-76
Autryville
Small Grain
50
0.6
30
Oct -Mar
TOTAL 356.3
NUP Page 2a Rotation 2
72,350 Reels
83.4 16,443 Aerway

Tract
Field
No.
WASTE UTILIZATION PLAN
Soil
TVPe
Table 1: ACRES OWNED BY PRODUCER
Crop Lbs. N Acres Lbs. N
Per Acre Utilized
Month of
Application
MAG III
1
Blanton
Bermuda
160
3.0
480
Mar -Sep
MAG III
1
Blanton
Small Grain
50
3.0
150
Oct -Mar
MAG 111
Aerway 1
Blanton
Bermuda
160
1.2
192
Mar -Sep
MAG III
Aerway 1
Blanton
Small Grain
50
1.2
60
Oct -Mar
MAG III
2-4
Blanton
Bermuda
160
10.1
1,616
Mar -Sep
MAG III
2-4
Blanton
Small Grain
50
10.1
505
Oct -Mar
MAG III
Aerway 2-4
Blanton
Bermuda
160
3.9
624
Mar -Sep
MAG III
Aerway 2-4
Blanton
Small Grain
50
3.9
195
Oct -Mar
MAG III
5 thru 7
Norfolk
Bermuda
222
13.0
2,886
Mar -Sep
MAG III
5 thru 7
Norfolk
Small Grain
50
13.0
650
Oct -Mar
MAG III
8 thru 12
Blanton
Bermuda
160
20.8
3,328
Mar -Sep
MAG III
8 thru 12
Blanton
Small Grain
50
20.8
1,040
Oct -Mar
MAG III
Aerway 5-12
Norfolk/Blanton
Bermuda
160
10.2
1,632
Mar -Sep
MAG III
Aerway 5-12
Norfolk/Blanton
Small Grain
50
10.2
510
Oct -Mar
MAG III
13-20
Blanton
Bermuda
160
41.9
6,704
Mar -Sep
MAG III
13-20
Blanton
Small Grain
50
41.9
2,095
Oct -Mar
MAG III
Aerway 13-20
Blanton
Bermuda
160
15.2
2,432
Mar -Sep
MAG III
Aerway 13-20
Blanton
Small Grain
50
15.2
760
Oct -Mar
Sect4
21-23
Blanton
Bermuda
160
12.7
2,032
Mar -Sep
Sect4
21-23
Blanton
Small Grain
50
12.7
635
Oct -Mar
Sect4
Aerway21-23
Blanton
Bermuda
160
12.3
1,968
Mar -Sep
Sect4
Aerway 21-23
Blanton
Small Grain
50
12.3
615
Oct -Mar
Sect4
24-29b
Blanton
Bermuda
160
51.7
8,272
Mar -Sep
Sect4
24-29b
Blanton
Small Grain
50
51.7
2,585
Oct -Mar
Sect4
Aerway24-29b
Blanton
Bermuda
160
2.3
368
Mar -Sep
Sect4
Amway 24-29b •
Blanton
Small Grain
50
2.3
115
Oct -Mar
Sect4
30a-36
AutryviIle
Bermuda
202
32.7
6,605
Mar -Sep
Sect 4
30a-36
Autryville
Small Grain
50
32.7
1,635
Oct -Mar
Sect4
Aerway30a-36
Autryville
Bermuda
202
13.8
2,788
Mar -Sep
Sect4
Aerway 30a-36
Autryville
Small Grain
50
13.8
690
Oct -Mar
Sect4
37-38
Autryville
Bermuda
202
7.2
1,454
Mar -Sep
Sect4
37-38
Autryville
Small Grain
50
7.2
360
Oct -Mar
Sect4
Aerway 37-38
Autryville
Bermuda
202
0.8
162
Mar -Sep
Sect4
Aerway 37-38
Autryville
Small Grain
50
0.8
40
Oct -Mar
Sect4
40-47
Torhunta
Wheat
132
30.9
4,079
Sep - April
Sect4
Aerway 40-47
Torhunta
Wheat
132
8.2
1,082
Sep - April
Sect4
48-62
Torhunta
Wheat
132
70.9
9,359
Sep - April
Sect4
Aemway48-62
Torhunta
Wheat
132
14.9
1,967
Sep - April
Sect4
63-76
Autryville
Bermuda
202
61.4
12,403
Mar -Sep
Sect 4
63-76
Autryville
Small Grain
50
61.4
3,070
Oct -Mar
Sect4
Aervay63-76
Autryville
Bermuda
202
0.6
121
Mar -Sep
Sect 4
Aerway 63-76
Autryville
Small Grain
50
0.6
30
Oct -Mar
TOTAL 356.3
NUP Page 2a Rotation 1
71,943 Reels
83.4 16,351 Aerway

Amount of Waste Produced Per Year (gallons, ft, tons, etc.)
4,400
48,520 animals X
400
6.1
1.9 (tons) waste/animal/year =
0.42
Amount of Plant Available Nitrogen (PAN) Produced Per Year
75,205 *Ibs. PAN/year. /
26,840.0
92,188.0 (amt.) waste/year.
168.0
119,196 TONS
53,320 animals / 1.4 lbs. PAN/animal/year
* The above PAN was calculated using on farm records. The records are available for review.
Applying the above amount of waste is a big job. You should plan time and have
appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown
and surface application:
Table 1: ACRES OWNED BY PRODUCER See NUP Page 2a
*This N is from animal waste only. If nutrients from other sources such as commercial
fertilizer are applied, they must be accounted for. N must be based on realistic yield
expectation.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of North Carolina to have a nutrient management plan that addresses
all nutrients. This plan only addresses Nitrogen.
NUP Page 2

Tract
Field
No.
WASTE UTILIZATION PLAN
Soil
Tvae
Table 1: ACRES OWNED BY PRODUCER
Crop Lbs. N Acres Lbs. N
Per Acre Utilized
Month of
Application
Sect 4
77-80b
Autryville
Bermuda
202
26.2
5,292
Mar -Sep
Sect 4
77-80b
Autryville
Small Grain
50
26.2
1,310
Oct -Mar
Sect 4
81 thru 83
Goldsboro
Bermuda
222
15.1
3,352
Mar -Sep
Sect 4
81 thru 83
Goldsboro
Small Grain
50
15.1
755
Oct -Mar
Sect 4
Aerway 77-83
Autryville/Goldsboro
Bermuda
202
15.4
3,111
Mar -Sep
Sect 4
Aerway 77-83
AutryvillelGoldsboro
Small Grain
50
15.4
770
Oct -Mar
Sect 4
84-93
Autryville
Bermuda
202
39.7
8,019
Mar -Sep
Sect 4
84-93
Autryville
Small Grain
50
39.7
1,985
Oct -Mar
Sect 4
Aerway 84-93
Autryville
Bermuda
202
11.9
2,404
Mar -Sep
Sect 4
Aerway 84-93
Autryville
Small Grain
50
11.9
595
Oct -Mar
Sect 4
94
Blanton
Bermuda
160
4.0
640
Mar -Sep
Sect 4
94
Blanton
Small Grain
50
4.0
200
Oct -Mar
Sect 4
Aerway 94
Blanton
Bermuda
160
30.9
4,944
Mar -Sep
Sect 4
, Aerway 94
Blanton
Small Grain
50
30.9
1,545
Oct -Mar
Sect4
95a-97b
Autryville
Bermuda
202
21.0
4,242
Mar -Sep
Sect4
95a-97b
Autryville
Small Grain
50
21.0
1,050
Oct -Mar
Sect 4
Aerway 95a-97b
Autryville
Bermuda
202
1.4
283
Mar -Sep
Sect 4
Aerway 95a-97b
Autryville
Small Grain
50
1.4
70
Oct -Mar
Sect4
98-99b
Autryville
Bermuda
202
11.4
2,303
Mar -Sep
Sect 4
98-99b
Autryville
Small Grain
50
11.4
570
Oct -Mar
Sect 4
Aerway 98-99b
Autryville
Bermuda
202
7.6
1,535
Mar -Sep
Sect 4
Aerway 98-99b
Autryville
Small Grain
50
7.6
380
Oct -Mar
Sect 4
100a-100b
Torhunta
Bermuda
222
8.2
1,820
Mar -Sep
Sect 4
100a-100b
Torhunta
Small Grain
50
8.2
410
Oct -Mar
Sect 4
Aerway 100a-100b
Torhunta
Bermuda
222
1.8
400
Mar -Sep
Sect 4
Aerway 100a-100b
Torhunta
Small Grain
50
1.8
90
Oct -Mar
TOTAL 125.6
69.0 16,126 Aerway
NUP Page 2b Rotation 2
31,949
Reels

Tract Field
No.
Table 2:
Soil
Type
WASTE UTILIZATION PLAN
ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own
adequate land [see Required Specification 2])
Crop Lbs. N Acres Lbs. N Month of
Per Acre Utilized Application
* See footnote for Table 1.
Table 1
Table 2
Total
Amount o
Surplus o
Acres
Total
Totals from above Tables
Reels
Lbs. N
Utilized
481.9
103,892.40
481.9
103,892.40
N Produced
r Deficit
75,205.00
(28,687.40)
Table 1
Table 2
Table 1 Reels
Total
NOTE: The Waste Utilization Plan must contain provisions for periodic land
application of sludge at agronomic rates. The sludge will be nutrient rich and will
require precautionary measures to prevent over application of nutrient or other
elements.
Aerwav
Acres
Lbs. N
Utilized
152.4
32,476.80
481.9
103,892.40
634.3
136,369.20
75,205.00
(61,164.20)
NUP Page 3 Rotation 1

Tract Field
No.
WASTE UTILIZATION PLAN
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own
adequate land [see Required Specification 2])
Soil
Type
Crop Lbs. N Acres Lbs. N Month of
Per Acre Utilized Application
* See footnote for Table 1.
Table 1
Table 2
Total
Amount o
Surplus o
Acres
Total
Totals from above Tables
Reels
Lbs. N
Utilized
481.9
104,299.60
481.9
104,299.60
N Produced
r Deficit
75,205.00
(29,094.60)
Table 1
Table 2
Table 1 Reels
Total
NOTE: The Waste Utilization Plan must contain provisions for periodic land
application of sludge at agronomic rates. The sludge will be nutrient rich and will
require precautionary measures to prevent over application of nutrient or other
elements.
Aerway
Acres
Lbs. N
Utilized
152.4
32,569.20
481.9
104,299.60
634.3
136,868.80
75,205.00
(61,663.80)
NUP Page 3 Rotation 2

REQUIRED SPECIFICATIONS
1 Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land
application. Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or
has and agreement for use of adequate land on which to properly dispose of waste,
he/she shall provide a copy 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 facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of
animals, method of utilization, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for
realistic crop yields based on soil type, available moisture, historical data, climatic
conditions, and level of management, unless there are regulations that restrict the
rate of application 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 that is eroding at 5 or more tons, but Tess than 10
tons per acre per year providing grass filter strips are installed where runoff leaves
the field. (See FOTG Standard 393 - Filter Strip).
5 Odors can be reduced by injecting the waste or disking after waste application.
Waste should not be applied when there is danger of drift from the irrigation field.
6 When animal waste is to be applied on acres subject to flooding, it will be soil
incorporated on conventionally tilled cropland. When applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not
occur during a season prone to flooding. (See "Weather and Climate in North
Carolina" for guidance.)
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not
cause drift from the site during application. No ponding should occur in order to
control odor or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when
the surface is frozen.
NUP Page5

REQUIRED SPECIFICATIONS
(continued)
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 Waste nutrients shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Waste nutrient loading rates on these soils
should be held to a minimum and a suitable winter cover crop planted to take up
released nutrients. Waste shall not 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 from any perennial stream or river (other than an
irrigation ditch or canal. Animal waste other than swine waste from facilities sited
on or after October 1, 1995), shall not be applied closer than 25 feet to perennial
waters. (See Standard 393 - Filter Strips).
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 no to reach other property and public right -of
ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or
wetlands by a discharge or by over -spraying. Animal waste may be applied to prior
converted wetlands provided they have been approved as a land application site by
prior converted wetlands provided they 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 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.
NUP Page 6

18 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.
19 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 is should only be applied preplant with no further applications
of animal waste during the crop season.
20 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 markers. A marker will be
required to mark the maximum storage volume for waste storage ponds.
21 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 element. 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 for optimum crop production and maintained. soil and waste
analysis records shall be kept for five years. Poultry dry waste application records
shall be maintained for three (3) years. Waste application records for all other
waste shall be maintained for five (5) years.
22 Dead animals will be disposed of in a manner that meets North Carolina
regulations.
NUP Page 7

WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Mag III, DM Section 4 Site 1-4, Section 3 Site4-5
Owner / Manager Agreement
I (we) understand and will follow and implement the specifications and the operation
and maintenance procedures established in the approved animal waste utilization plan
for the farm named above. I (we) know that any expansion to the existing design
capacity of the waste treatment and storage system or construction of new facilities will
require a new certification to be submitted to the Division of Environment Management
(DEM) before the new animals are stocked. I (we) also understand that there must be
no discharge of animal waste from this system to surface waters of the state from a
storm event less severe than the 25-year, 24-Hour storm. The approved plan will be
filed on -site at the farm office and at the office of the local Soil and Water Conservation
District and will be available for review by DEM upon request.
Name of Facility Owner: Ironside Investment Management LLC
(please print)
Signature: Date:
Name of Manager (If different from owner): AJ Linton
Signature: Date:
Name of Technical Specialist: (please print) : AJ Linton
Affiliation: Murphy Family Ventures. LLC
Address (Agency): P.O. Box 1139
Wallace, NC 28466
• Signature:
42 7.2,
Date: 7,a'
NUP Page 8

sit UTILIZATION PLp
ANIMAL WASTE UTILIZATION AGREEMENT
(Needed only if additional land has to be leased, etc.)
I, lam F-tw503Q0Se Othereby give .7-/7✓e64inef2I Mg!"
permission to apply animal waste from his Waste Utilization System on 689 3Oacres
of my land for the duration of time shown below.
I understand that this waste contains nitrogen, phosphorous, potassium, and other
trace elements and when properly applied should not harm my land or crops. I also
understand that the use of waste will reduce my needed for commercial fertilizer.
Adjacent Landowner:
Waste Producer:
Technical Representative:
SWCD Representative:
Date:
Date:
//-.2/-//
/7/?-/7
Term of Agreement: POOeyv\b¢r j , 20 ) to Povegtbter I
(Minimum of Ten Years on Cost Shared Items)
(See Required Specification No. 2)
Page 9

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3/22/2019
163 Adu Rd - Google Maps
Google Maps 163 Adu Rd
Imagery ©2019 Google, Map data ©2019 Google 200 ft
163 Adu Rd
Magnolia, NC 28453
VVP6+49 Delway, Taylors Bridge, NC
https://www.google.com/maps/place/163+Adu+Rd,+Magnolia,+NC+28453/@34.8852724, 78.1412657,893m/data=!3m2!1e3!4b1!4m5!3m4!1 s0x89abc... 1/1

Facility: DM3-4 #3160
Phone Number: 910-289-4299
911 Address: 163 ADU Road Magnolia NC 28453
Directions to Farm:
Take US 117 North to the first stoplight in Rose Hill and turn left on SR 1102 (Brice's Store Road). Go 4.8 miles to Brice's
Store and bear right on SR 1101 (Cornwallis Road). Go 1.5 miles and turn right on SR 1121 (Anna White Road).
Go 0.3 mile to stop sign and turn right on NC 903 North. Go 0.5 mile and bear left on SR 1119 (Gold Pond Road).
Go 0.5 mile to stop sign and go straight across. Go 2.8 miles (pavement will end after 1.1 miles) to farm entrance on
left. ADU Road (This is the second farm entrance on left) Farm sign DM3-4 Barns 1-5
Effluent Handling System Emergency Procedure
In the event of an actual or potential spill take the following steps in order:
1) STOP and CONTAIN the release.
2) Utilize emergency contact list to notify one of the contacts of the situation.
3) Stay with the actual or potential release to ensure it is stopped or contained; do not
leave until instructed to do so.
Effluent Handling Emergency Contact List
Start with the first contact and continue to call until you talk to someone, do not leave message.
Names (in order to be contacted)
1) Clifton Ball
Pager#
Mobile# Home#
910-296-5065 252-286-8616
2) Tonya Branson [phone]
3) Kendall Huffman
4) A.J. Linton
5) Larry Matthis Jr.
6) Greg Wulf
[phone] [phone]
[phone] [phone]
[phone]
[phone]
[phone]
[phone]
[phone]
7) Terry Tate [phone]
[phone]
Return to the top of the list and start again until someone is contacted.

Production System Emergency Procedure
In the event of a suspected disease outbreak take the following steps in order.
1) Ensure bio-security measures are taken and minimize traffic in and out of farm.
2) Contact your manager and/or your primary contact.
In the event of a power/water failure take the following steps in order.
1) Contact your manager and/or primary contact.
Intervention Levels Sow Herd Size
2400 3800 7200
4400
# of sows off feed in 1 day >10% in one location ( barn, row, or room )
# of aborts in 2 day period - 3 5 7 6
# of aborts in 1 week - 6 10 16 12
Weekly Stillborn%- 10% 10% 10% 10%
Weekly PWM - 20% 20% 20% 20%
Sow Mortality - 10% 10% 10% 10%
Nursery and Finishing - > 1% mortality in any one day
Production Emergency Contact List
Start at the first contact and continue to call until you talk to someone, do not leave message.
Names (in order to be contacted)
1) Roger Whaley
2) Doug Norris
3) Guy Padgett
4) Clifton Ball
5) Larry Matthis Jr.
6) Greg Wulf
7) Terry Tate
Pager#
Mobile# Home#
910-282-7429
910-385-4894
910 271-3829
252-286-8616
[phone]
[phone]
[phone]
[phone]
[phone]
[phone] [phone]

Return to the top of the list and start again until someone is contacted.
Emergency Procedure for Fire, Medical, and Property Damage
1) Contact the appropriate personnel using the Safety emergency number contact list.
2) Contact your manager and/or primary contact.
Safety Emergency Contact Numbers
1) Clifton Ball
2) Larry Matthis Jr.
3) Mike Brown
Pager#
Mobile# Home#
910-296-5065 252-286-8616
[phone]
[phone]
[phone]
[phone]
[phone]
4) Ambulance 911
5) Fire Dept 911
6) Police/Sheriff Dept 911
7) (Area) Hospital - Duplin [phone]
8) (Area) Clinic - Dr. Ricci [phone]
9) Poison Control [phone]
10) Highway Patrol [phone]
Location of main electrical shut off: In front of barns beside office
Location of main gas shut off: N/A
Electric Company: Four County Phone # : [phone]
Account/Meter # : 28795

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Flush gutters
—/ Liquid Systems
• Accumulation of solids 4r Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
0/Remove bridging of accumulated solids at
discharge
Lagoons and pits • Crusted solids 0/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 to 8 inches
over more than 30 percent of surface
Excessive vegetative • Decaying vegetation ii Maintain vegetative control along banks of
growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Dry Systems
Feeders • Feed spillage O Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
D Clean up spillage on a routine basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day interval
during winter)
AMIC - November 11, 1996, page 1

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects
Feed storage • Accumulations of feed O Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products)
O Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed
Animal holding areas • Accumulations of animal 0 Eliminate low areas that trap moisture along fences
wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
O Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed)
Dry manure handling
systems
• Accumulations of animal D Remove spillage on a routine basis (e.g.,
wastes 7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
O Provide for adequate drainage around manure
stockpiles
0 Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
Site Specific Practices
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC - November 11, 1996, page 2

Swine Farm Waste Management Odor Control Checklist
Source
Farmstead
Cause
• Swine production
Animal body
surfaces
• Dirty manure -covered
animals
BMPs to Minimize Odor
BI' Vegetative or wooded buffers
Gil' Recommended best management practices
1 Good judgment and common sense
L 'Dry floors
Site Specific Practices
Floor surfaces
• Wet manure -covered floors
�9 Slotted floors
gl( Waterers located over slotted floors
Feeders at high end of solid floors
Scrape manure buildup from floors
O Underfloor ventilation for drying
Manure collection
pits
• Urine
• Partial microbial
decomposition
Gi Frequent manure removal by flush, pit recharge,
or scrape
O Underfloor ventilation
Ventilation exhaust
fans
• Volatile gases
• Dust
E' Fan maintenance
g'Efficient air movement
Indoor surfaces
• Dust
12' Washdown between groups of animals
O Feed additives
O Feeder covers
O Feed delivery downspout extenders to feeder
covers
Flush tanks
• Agitation of recycled lagoon 0
liquid while tanks are filling 0
Flush tank covers
Extend fill lines to near bottom of tanks with
anti -siphon vents
Flush alleys
• Agitation during wastewater 0
conveyance
AMOC - November 11, 1996, page 1
Underfloor flush with underfloor ventilation

Swine Farm Waste Management Odor Control Checklist
Source
Pit recharge points
Cause
• Agitation of recycled lagoon
liquid while pits are filling
BMPs to Minimize Odor
❑ Extend recharge lines to near bottom of pits with
anti -siphon vents
Site Specific Practices
Lift stations
• Agitation during sump tank ❑ Sump tank covers
filling and drawdown
Outside drain • Agitation during wastewater 0 Box covers
collection or junction conveyance
boxes
End of drainpipes • Agitation during wastewater
at lagoon conveyance
❑ Extend discharge point of pipes underneath
lagoon liquid level
Lagoon surfaces
• Volatile gas emissions
• Biological mixing
• Agitation
ErProper lagoon liquid capacity
2/Correct lagoon startup procedures
O Minimum surface area -to -volume ratio
W Minimum agitation when pumping
O Mechanical aeration
O Proven biological additives
Irrigation sprinkler
nozzles
• High pressure agitation
• Wind drift
Cnrigate on dry days with little or no wind
0' Minimum recommended operating pressure
WPump intake near lagoon liquid surface
O Pump from second -stage lagoon
Storage tank or
basin surface
• Partial microbial
decomposition
• Mixing while filling
• Agitation when emptying
AMOC - November 11, 1996, page 2
❑ Bottom or midlevel loading
O Tank covers
O Basin surface mats of solids
O Proven biological additives or oxidants

Swine Farm Waste Management Odor Control Checklist
Source
Settling basin surface •
•
•
Cause
Partial microbial
decomposition
Mixing while filling
Agitation when emptying
BMPs to Minimize Odor
O Extend drainpipe outlets underneath liquid level
O Remove settled solids regularly
Site Specific Practices
Manure, slurry, or
sludge spreader
outlets
• Agitation when spreading
• Volatile gas emissions
O Soil injection of slurry/sludges
O Wash residual manure from spreader after use
O Proven biological additives or oxidants
Uncovered manure,
slurry, or sludge on
field surfaces
• Volatile gas emissions while
drying
O Soil injection of slurry/sludges
O Soil incorporation within 48 hours
O Spread in thin uniform layers for rapid drying
O Proven biological additives or oxidants
Dead animals • Carcass decomposition
O Proper disposition of carcasses
Dead animal disposal • Carcass decomposition
pits
O Complete covering of carcasses in burial pits
O Proper location/construction of disposal pits
Incinerators • Incomplete combustion
O Secondary stack burners
Standing water
around facilities
• Improper drainage
• Microbial decomposition of
organic matter
Sr Grade and landscape such that water drains away
from facilities
Manure tracked onto •
public roads from
farm access
Poorly maintained access
roads
Farm access road maintenance
AMOC - November 11, 1996, page 3

Additional Information:
Available From:
Swine Manure Management; .0200 Rule/BMP 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
AMOC - November 11, 1996, page 4
NCSU, County Extension Center
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—Swine Extension
N.C. Pork Producers Assoc.
NCSU Agricultural Communications
Florida Cooperative Extension

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

OPERATION & MAINTENANCE PLAN
Proper lagoon 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 a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in 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 irrigated 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 fertilized 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
M00202041513
2

Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment -- look for:
1. settlement, cracking, or "jug" holes
2. side slope stability -- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or 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 of repair or
replacement.
NOTE: Pumping systems should be insl5ected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
• Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height
M00202041514
3

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow 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 occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.
4 M00202041515

• 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.
Management:
• 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 level. (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.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
5
M00202041516 I

• 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 phosphors, 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.
6
14002020415j7

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 quickly cause a large
discharge of wastewater and possible dam failure.
7
M00202041518

Grower: Magnolia III Designed By: KBW
Address: PO Box 1139 Checked By: DSE
Rose Hill NC 28458 Date: 05/27/08
County: Duplin Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Nursery:
Wean to Finish:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
Farm Population:
400 Hd.
0
1000 Hd.
4400 Hd.
0
0
0
47 Days
7.5 In.
0.0
7.0 In.
0
0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N) N
Does Operator Want Emergency Spillway? (Y/N) N
Was This Design Built Prior to Sept. 1996? (Y/N) Y
Is Drain Tile Req'd to Lower SHWT? (Y/N) N
Seasonal High Water Table Elev: 0.00
Freeboard: 1.0 Ft.
Emergency Spillway Flow Depth: 0
Side Slopes: 2.5 :1 (H:V)
Inside Top Length: 857.0 Ft.
Inside Top Width: 290.0 Ft.
Top of Dike Elevation: Depth 62.00 Ft.
Finished Bottom Elevation: 13.40 Ft. 48.60 Ft.
Start Pump Elevation: 19.8 In. 60.35 Ft.
Stop Pump Elevation: 38.4 In. 58.80 Ft.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES % REQ'D.
Storm Stor =
Temporary =
Permanent =
Total Volume=
155331 (Cu.Ft.) 155,994 (Cu.Ft.)
362169 (Cu.Ft.) 364,106 (Cu.Ft.)
2052200 (Cu.Ft.) 2,069,745 (Cu.Ft.)
2,569,700 (Cu.Ft.) 2,589,844 (Cu.Ft.)
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
100.43%
100.53°A)
100.85%
100.78%
2.0 Ft.
248,530 S.F.
Murphy -Brown, LLC Engineering
P.O. Box 856 ,Warsaw, NC 28398
[phone]

Elevation (FT.)
48.60
49.00
50.00
51.00
52.00
53.00
54.00
55.00
56.00
57.00
58.00
59.00
60.00
61.00
62.00
Grower: Magnolia III
Address: PO Box 1139
Rose Hill NC 28458
County: Duplin
BASE VOLUME:
ACTUAL DESIGN
VOLUME
Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Area (SF)
176,170
178,200
183,310
188,470
193,680
198,940
204,250
209,610
215,020
220,480
225,990
231,550
237,160
242,820
248,530
Designed By: KBW
Checked By: DSE
Date: 05/27/08
Sheet 2 of 7
CALCULATIONS
Incr. Vol. (Cu. FT)
70,874
180,755
185,890
191,075
196,310
201,595
206,930
212,315
217,750
223,235
228,770
234,355
239,990
245,675
Cumul. Vol. (Cu. FT)
0
70,874
251,629
437,519
628,594
824,904
1,026,499
1,233,429
1,445,744
1,663,494
1,886,729
2,115,499
2,349,854
2,589,844
2,835,519
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 2,569,700 CF
END PUMP = = = =
START PUMP = _
MAX STORAGE =
58.80 FT
60.35 FT
61.00 FT
CUMULATIVE VOL.
2,069,745 CF TR'MT
2,433,851 CF TEMP
2,589,844 CF STORM
ZONE VOL. 100.78%
2,069,745
364,106
155,994
100.85%
100.53%
100.43%
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw, NC 28398
[phone]

Grower: Magnolia III
Address: PO Box 1139
Rose Hill NC 28458
County: Duplin
Designed By: KBW
Checked By: DSE
Date: 05/27/08
Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required
Animal Type Capacity ALW * (cu.ft./Ib) = Total
Nursery
400
30
1.00
12,000
Wean to Finish
0
115
1.00
0
Finishing
1,000
135
1.00
135,000
Farrow to weanling
4,400
433
1.00
1,905,200
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
Total Required Treatment Volume (cu. f .)_
Sludge Storage Volume:
2,052,200
Animal Type Capacity * ALW * (cu.ft./Ib) = Total
Nursery
400
30
0.00
0
Wean to Finish
0
115
0.00
0
Finishing
1,000
135
0.00
0
Farrow to weanling
4,400
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.000
0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary S orage Volume:
Manure Production:
0
Animal Type Capacity * Sto. Period d./day) = Total
Nursery
400
47
0.30
5,724
Wean to Finish
0
47
1.17
0
Finishing
1,000
47
1.37
64,390
Farrow to weanling
4,400
47
4.39
908,710
Farrow to feeder
0
47
5.30
0
Farrow to finish
0
47
14.38
0
Boars
0
47
4.06
0
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
978,823
130,859
Animal Type Capacity* Sto. Period d./day) = Total
Nursery
400
47
0.20
3,760
Wean to Finish
0
47
0.00
0
Finishing
1,000
47
0.90
42,300
Farrow to weanling
4,400
47
2.90
599,720
Farrow to feeder
0
47
0.00
0
Farrow to finish
0
47
0.00
0
Boars
0
47
0.00
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
645,780
86,334
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398
[phone]

Grower: Magnolia III Designed By: KBW
Address: PO Box 1139 Checked By: DSE
Rose Hill NC 28458 Date: 05/27/08
County: Duplin Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (248530 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)=
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (248530 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)=
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (248530 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) =
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0
Total Required Storm Storage
(25Yr. / 24Hr. Storm + 'Heavy Rain')=
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) =
Total Required Permanent Storage
(Treatment + Sludge) =
TOTAL REQUIRED VOLUME = 2569700 (CU.FT.)
144,976
155,331
155,331 (CU.FT)
362,169 (CU.FT)
2,052,200 (CU.FT)
0
0
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Magnolia III Designed By: KBW
Address: PO Box 1139 Checked By: DSE
Rose Hill NC 28458 Date: 05/27/08
County: Duplin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25Yr. / 24Hr. Storm Storage
Top of "Heavy Rain" Storage
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
Inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period
Zone Depths:
TOTAL DESIGN VOLUME = 2589844 (CU.FT.)
Treatment / Sludge Storage Zone Depth
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth
Total Lagoon Depth
62.00 FT.
Not Ai Applicable
61.00 FT.
Not Applicable
60.35 FT.
58.80 FT.
Not Applicable
0.00
48.60 FT.
857.00 FT.
290.00 FT.
3:1 H:V
248,530 SF
2.0 FT.
1.00 FT.
47 Days
10.2 FT.
1.6 FT.
1.7 FT.
13.4 FT.
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398 [phone]

Grower. Magnolia III Designe KBW
Address: PO Box 1139 Checker DSE
Rose Hill NC 28458 Date: 05/27/08
County: Duplin Sheet 6 of 7
STRT PMP EL.= 60.35
END PMP EL. = 58.80
ZONE ELEVATIONS
TOP OF DIKE ELEV = 62.00
TOP OF STORM ELEV = 61.00
TOP OF TEMP STORAGE ELEV = 60.35
\ /
TOP OF TREAT ELEV = 58.80 SHWT = 0.00
\ /
\ /
\ /
\ /
FINISHED BOTTOM ELEV = 48.60
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398
[phone]

Grower: Magnolia III Designed By: KBW
Address: PO Box 1139 Checked By: DSE
Rose Hill NC 28458 Date: 05/27/08
County: Duplin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
DESIGNED: ti %Ire9 at;
DATE: 4J2 /p g'
• A.R
" (e
SEALc• �-
. 023994
INE�P.
,5'711o.S. E�
COMMENTS:
This design is to show updated start/stop pump elevations and updated animal type.
All data was collected from original lagoon design dated 05/04/1993.
05 /agoe.� JPg/q 4 rerkeks it3re1.� 7 a 4 i:ti 0/ owl he r�
Qj Ai Stair P✓/je, d.•�%�.,) 6.o7� G]YJ494 - r SvQCrce+ec
M e Qf•IG/.a/ Cei// Ct/Qn 6 1 M a ":r' /S'%recto re_
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398 [phone]

`or:S3S4 County: DUPLIN Date: 09/26/94
stance to nearest residence (other than owner): feet
AVERAGE LIVE WEIGHT (ALW)
O sows (farrow to finish) x 1417 lbs.
O sows (farrow to feeder) x 522 lbs.
7920 head (finishing only) x 135 lbs.
O sows (farrow to wean) x 433 lbs.
O head (wean to feeder) x 30 lbs.
Describe other :
O ibs
_ 0 ibs
= 1069200 ibs
O lbs
O lbs
O
Total Average Live Weight = 1069200 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 1069200 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 1069200 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet) ----------
Inside top width (feet)
Top of dike elevation (feet) ------------
Bottom of lagoon elevation (feet)' --'------------
Freeboard (feet)
Side slopes (inside lagoon)
Total design volume using prismoidai formula
475. 0
475.0
52.1
- 42.1
1.0
3.0 : 1
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 469.0 469.0 9.0
AREA OF TOP
LENGTH * WIDTH =_
469.0 469.0
219961 (AREA OF TOP)
AREA _ -BF B01-T-OM -
LENGTH * WIDTH ==
415.0 415.0
AREA OF MIDSECTION
LENGTH * WIDTH
442.0 442.0
CU. FT. = [AREA TOP
219961.0
4.
i-
172225 (AREA OF BOTTOM)
781456 (AREA OF MIDSECTION * 4)
(4*AREA MIDSECTION) + AREA BOTTOM]
781456.0 172225.0
DEPTI-;r 6
1. 5
Total Designed Volume Available ::_ 1760463 CU. FT.

-MPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
475.0 475.0 225625.0 square feet
Buildings (roof and lot water)
42023.8 square feet Describe this area.
TOTAL DA 267648.8 square feet
Design temporary storage period to be 180 days.
Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1.37
Volume = 1069200 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 1953072 gals. or 261105.9 cubic feet
plume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 156128.5 cubic feet

. olume of 25 year -- 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 167280.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 261106 cubic feet
58. 0 cubic feet
5C. 156128 cubic feet
5D. 167281 cubic feet
TOTAL. 584515 cubic feet
SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation=== =======) 7.0 inches
25 year -- 24 hour rainfall.=:-•------- ---=_> 7.5 inches
1.0 feet
Side slopes=------ ) 3.0 : 1
Inside top length==:='=_=''=============================> 475.0 feet
Inside top width=====.===================.====> 475.0 feet
Top of dike elevation---------'=__ _____=) 52.1 feet
Bottom of lagoon elevation===== _ _=) 42.1 feet
Total required vole.me'====___—_.....----______________=_> 1653715 cu. ft. *
Actual design volume======_=:-===_================:==.) 1760463 cu. ft. *
Seasonal high watertable elevation (SHWT>===) 45.0 feet
Stop pumping elev.====_='__.__.----- > 48.1 feet
Must be > or == to the SHWT elev.==.==========) 45.0 feet
Must be ) or = to min. req. treatment el.=> 48.1. feet
Required minimum treatment volume==============> 1069200 cu. ft.
Volume at stop pumping elevation---•— —=> 1125582 cu. ft.
50.1 feet .
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.-- 24 hr. rainfall==> 1593183 cu. ftt
Volume at start pumping elevation=====___==___> 1543304 cu. ft.
Required volume to be pumped====================> 417234 cu. ft.
Actual volume planned to be pumped------.—_____=) 417722 cu. ft.
Min. thickness of soil liner when required==>//����tg�J e`��_rn
1.5feet
M
DESIGNED BY: APPROVED BY: `
DATE: DATE: /pb/dl0¢
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS

OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
.luid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year — 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
buliding(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 he 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
ethod 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.
TIie following items are to be carried out:
1. It is strongly recommended that the treatment lagoon he pre --
charged to 1/2 its capacity to prevent excessive odors during
start—up. Pre --charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
be -fore I-aitd- aEt}--eati-ai
3. Begin temporary storage pump —out of the lagoon when fluid level
reaches the elevation 50.1 as marked by permanent marker. Stop pump —
out when the Fluid level. reaches elevation 48.1 . This temporary
storage, less 25 yr-- 24 hr^ storm, contains 417234 cubic feet or
3120913 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer- to the waste utilization plan for further details.
. 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.

/p/ ntor:MVRPHY County: DUPLIN Date: 09/01/95
(
'istance to nearest residence (other than owner)-.- feet
AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) " 1417 lbs.
0 sows (farrow to feeder) x 522 lbs"
7920 head (finishing only) x 135 lbs
@ sows (farrow to wean) x 433 lbs"
0 head (wean to feeder) x 30 lbs"
Describe other :'
0 lbs
0 lbs
1069200 lbs
o lbs
O lbs
0
Total Average Live Weight = 1069200 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume 1069200 lbs. ALW x Treatment Volume(cF)/lb. ALW
Treatment Volume(CF)/]h" ALW = 1 CF/lb" ALW
Volume = 1069208 cubic feet
. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = @.m cubic feet
^ TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 490"0
Inside top width (feet)---------------------- 460"0
Top of dike elevation (feet)------------`---- 102"0
Bottom of lagoon elevation (feet)------------ 92.0
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagccn)------------------ 3.0 : J.
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SlDE2 LENGTH WIDTH DEPTH
3"0 J^m 3^0 3^0 484.0 454"0 9.0
AREA OF TOP
LENGTH * WIDTH =
484,0 454"0
AREA OF BOTTOM
LENGTH * WIDTH =
430.0 400"0
AREA OF MI0SECTI01%]
LENGTH * WIDTH * 4
457.0 427.0
219736 (AREA OF TOP)
172000 (AREA OF BOTTOM)
780556 (AREA OF JIDFFCTION * 4)
CV. FT. = [AREA TOP + K*ACEA MIDSECTION) + AREA BOTTOM]
21=6"0 780556.0 172800.(.,)
DEPTH/6
Total Designed Volume Available = 1758438 CU. FT.

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA,
Lagoon (top of dike)
Length * Width =
490.0 460.0 225400.0 square feet
Buildings (roof and lot water)
37800,0 square feet Describe this area., �
,
TOTAL =u R63Rm"o"o" ,.u^.e �Net,
Design temporary storage period to be 180 days"
A. Volume of waste produced
Feces 4 urine production in gal"/day per 135 lb. ALW 1.37
Volume = 1069280 lhs. 8LW/135 lhs. ALW * 1.37 gal/day 180 days
Volume = 1953072 gals, or 261105"9 cubic feet 0
X
0
D\ 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 recirculatc
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storaye/7.48 gallons x
per CIO �i
�
(
on^~=e = o".av ��~,c �.cu�C
iz

x 'I Volume of 23 year - 24 hour storm
Volume 7,5 inches / 12 inches per foot
Volume = 164500"0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
" SUMMARY
/
sA" 261186 cubic feet
5n. 0 cubic feet
3C" 153533 cubic feet
5% 164500 cubic feet
TOTAL 579139 cubic feet
*
DA
Temporary storage period=-- 180 days
Rainfall in excess of evaporation-,- ====> 7^8 inches
25 year - 24 hour 7"3 inches
1^0 feet,
Side slopes­­­=======3,0 : J.
Inside top len§th=======490.0 feet
Inside top width-­==­==============460.0 feet
Tap of dike elevation=========102.0 feet
Bottom of lagoon elevation---==========> 92^0 feet
Total required volume=====--==== .==1648339 cu. ft. »
Actual design vclvme=`===1758438 cu. ft. *
Seasonal high watertable elevation (SHWT)===> 98.0 yee+
Stop pumping 98"0 feet *
Must be > or = to the SHWT elev.=­=====w 98.0 [eet
Must be > or = to win" req. treatment el.=> 98,0 feet,
Required minimum treatment voleme­==­­=> 1069200 c"" ft.
Volume at stop pumping 1124232 c". ft.
Start pumping elev.­=====100.1 feet *
Must he at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall=0 1593938
Volume at start pumping elevation--=====> 1562946 cu. ft.
Required volume to be pumPed==­­­====-=> 414639 cu. ft. *
Actual volume planned to be pymped==­======> 438714 cu. ft. A.
Min. thickness of soil liner when required--) ~ 1.5 feet
DESIGNED BY: APPROVED BY�
PATE: PATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENT&:
//
�/1�Y/^ ]Q�

OPERATION AND MAIHT[NAHCL PLAN
This lagoon is designed for waste treatment (permanent storage) and
190 days of temporary storage" The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
dye to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for::
(1) waste from animals and (2) excess rainfall after evaperation. A1so
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 he available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) frn;jj
building(s)" If the nutlet pipe is not installed at the elevation to
begin pumping, * permanent marker must be installed at thin elevation
to indicate when Pumping sbould begin. An elevation must he established
to p*np 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 recowmendeo that the treatment lagoon be pre
charged to 1/2 its capacity to prevent exressive odnrs jurinL'1
start-up. Pro-ch*rging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When prech*rWing is cpmplet,,
flush buildings with recycled lagoon liquid, Fresh water should nut
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 storagr pump -cut of the lagoon when fluid level
reaches the elevation 108"1 — marked by permanent marker. Stop pump -
out when the fluid level reachrs elevation 98.0 . This tempurary
storage, less 25 7r- 24 hr Loom, conteins 414639 cubic feo� cr
3101501 gallons.
|
`

SHEET 2 OF 2
4" The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is @ 3
inr|! per haur. Refer iu the waste utilizatisn plan fcr [urtherdetails.
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.
B. Keep a minimum of 25 feet of grass vegctated 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 St*tes, The Department of
Environment, Health, and Natural Resourcesx Division of Environ-
mental Management, has the responsibility for enforcing this law,

MURPHY FARMS, INC.
P.O. Box 759
Rose Hill, NC 28458
Phone: [phone]
Calculations By: John Lenfestey
Date: 11 /19/93
Farm Operator: DM Farms, Finisher No. 4 e1
County: Duplin
Distance to nearest residence (other than owner):
INPUT DATA:
Sows (farrow to finish) =
Sows (farrow to feeder) =
Head (finishing only) =
Sows (farrow to wean)=
Head (wean to feeder)=
0
0
7,920
0
0
Seasonal high water table elevation = 53.0
Storage Volume for sludge accumulation = 0.0
Treatment volume (Min. = 1 CF/Lb) = 1.0
Inside top length of dike = 470.00
Inside top width of dike = 400.00
Top of Dike Elevation = 60.90
Bottom of lagoon elevation = 50.00
Freeboard depth of dike = 1.0
Side slopes on dike = 3.0
25 Year — 24 Hour Rainfall = 7.50
Rainfall in excess of evaporation = 7.00
Minimum Permanent Storage Depth = 7.10
CALCULATED DATA:
Minimum treatment volume — livestock =
Vol. of Waste Produced = 261,740 CF
Vol. of Wash Water = 0 CF
Rainfall —Excess Evapor. = 109,667 CF
Rainfall / 25 Yr Storm = 117,500 CF
Minimum temporary storage volume =
Total minimum required treatment volume =
Total design volume available =
Total temporary volume avaliable =
Total Volume at start pumping elevation =
Design Volume less 25 Yr — 24 Hr Rainfall =
linimum Volume for permanent storage =
Permanent storage volume is
1000.0 Feet
Feet
Cu. Ft. (As Per Owner's Reques
CF/Lb
Feet
Feet
Feet
Feet
Feet
:1
Inches
Inches
Feet
1,069,200 Cubic Feet
488,907
1,558,107
1,569,244
491,968
1,442,530
1,451,744
Cubic Feet
Cubic Feet
Cubic Feet
Cubic Feet
CF @
Cubic Feet
1,077,276 CF @
greater than Mimimum treatment
volume for livestock
59.20 Feet
57.10 Feet

MURPHY FARMS, INC.
Farm Operator: DM Farms, Finisher No. 4
Date: 11/19/93
VOLUME CALCULATIONS:
1. STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) X
0 sows (farrow to feeder) X
7,920 head (finishing only) X
0 sows (farrow to wean) X
0 head (wean to feeder) X
1,417 Lbs. =
522 Lbs. =
135 Lbs. =
433 Lbs. =
30 Lbs. =
0 Lbs.
0 Lbs.
1,069,200 Lbs.
0 Lbs.
0 Lbs.
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 1,069,200 Lbs.
Page 2
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Minimum volume = Lbs. SSLW x Treatment Volume (CF/Lb. SSLW)
Minimum volume = 1,069,200 Cubic Feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Minimum volume = 0.0 Cu. Ft. (As Per Owner's Requ
4. TOTAL DESIGN VOLUME
Inside top length of dike =
Inside top width of dike =
Top of Dike Elevation =
Bottom of lagoon elevation =
Freeboard depth of dike =
Side slopes on dike =
Total design lagoon liquid level elevation =
Total design liquid level depth =
470.00 Feet
400.00 Feet
60.90 Feet
50.00 Feet
1.0 Feet
3.0 : 1
59.90 Feet
9.90 Feet
Determine total design volume using prismoidal formula:
SS / Endl =
SS / End2 =
3.0 Feet
3.0 Feet
Inside Dike Length @ Design Liquid Level =
iside Dike Width @ Design Liquid Level =
SS / Side1 =
SS/Side2=
464.00 Feet
394.00 Feet
3.0 Feet
3.0 Feet

MURPHY FARMS, INC.
Farm Operator: DM Farms, Finisher No. 4
Date: 11/19/93
VOLUME CALCULATIONS (continued):
Area of Top = Inside dike length(top) * Inside dike width(top)
Area of Top = 464.00 * 394.00
Area of Top = 182,816 Square Feet
Area of Bottom =
Area of Bottom =
Area of Bottom =
Area of Midsection =
Area of Midsection =
Area of Midsection =
Total design volume =
Total design volume =
Total design volume =
Inside dike length(bottom) * Inside dike width(bottom)
404.60 * 334.60
135,379 Square Feet
Inside dike length(mid) * Inside dike width(mid)
434.30 * 364.30
158,215 Square Feet
Page 3
[Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
951,057 * 1.65
1,569,244 Cubic Feet
4A. TOTAL DESIGN VOLUME AT START PUMPING ELEVATION OF 59.20 Feet
Area of Top =
Area of Bottom =
Area of Midsection =
179,230 Square Feet
135,379 Square Feet
156,543 Square Feet
Volume @Start Pump = [Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
Volume @Start Pump = 940,781 * 1.53
Volume @Start Pump = 1,442,530 Cubic Feet
4B. TOTAL DESIGN VOLUME AT END PUMPING ELEVATION OF 57.10 Feet
Area of Top =
Area of Bottom =
Area of Midsection =
Volume @ End Pump =
Volume @ End Pump =
/olume @ End Pump =
168,684 Square Feet
135,379 Square Feet
151,578 Square Feet
[Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
910,374 * 1.18
1,077,276 Cubic Feet

MURPHY FARMS, INC.
Farm Operator:
Date:
DM Farms, Finisher No. 4
11/19/93
VOLUME CALCULATIONS (continued):
4C. TOTAL DESIGN VOLUME AT PERMANENT STORAGE ELEVATION
Minimum Permanent Storage Depth =
Area of Top =
Area of Bottom =
Area of Midsection =
Permanent Volume =
Permanent Volume =
Permanent Volume =
168,684 Square Feet
135,379 Square Feet
151,578 Square Feet
7.10 Feet
Page 4
[Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
910,374 * 1.18
1,077,276 Cubic Feet
5. TEMPORARY STORAGE VOLUME CALCULATIONS
Design Drainage Area = Area of Lagoon (Top of Dike) + Area of Buildings
Design temporary storage period = 180.0 Days
Area of Lagoon =
Area of Lagoon =
Area of Lagoon =
Area of Buildings (roof &
Area of Buildings =
Area of Buildings =
Design Drainage Area =
Design Drainage Area =
Design Drainage Area =
Length at top of dike * Width at top of dike
470.00 * 400.00
188,000 Square Feet
lot water) = Length of Buildings * Width of Buildings
0.0 * 0.0
0.0 Square Feet
Area of Lagoon (Top of Dike) + Area of Buildings
188,000 + 0
188,000 Square Feet
5A. VOLUME OF WASTE PRODUCED
Approximate daily production of manure in CF/LB SSLW 0.00136 CF/Lb SSLW
Volume of Waste =
Volume of Waste =
Volume of Waste =
Lbs. SSLW * CF of Waste/Lb./Day *
1,069,200 * 0.00136 *
261,740 Cubic Feet
180 Days
180

MURPHY FARMS, INC.
Farm Operator: DM Farms, Finisher No. 4
Date: 11/19/93
TEMPORARY STORAGE VOLUME CALCULATIONS (continued)
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.
Vol. of Wash Water =
Vol. of Wash Water =
Vol. of Wash Water =
Page 5
Gallons per Day * Temporary Storage Period / 7.48 Gals./ Cubic Foot
0 * 180
0 Cubic Feet
5C. Volume of Rainfall in Excess of Evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 Inches
Vol. of Excess Rainfall =
Vol. of Excess Rainfall =
Vol. of Excess Rainfall =
Design Area * Rainfall Amount
188,000 * 7.0
109,667 Cubic Feet
5D. Volume of 25 Year — 24 Hour Storm
Vol. of Storm Rainfall =
Vol. of Storm Rainfall =
Vol. of Storm Rainfall =
Design Area * Rainfall Amount
188,000 * 7.5
117,500 Cubic Feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. Volume of Waste Produced =
5B. Volume of Wash Water =
5C. Vol. of Rainfall in Excess of Evapor. =
5D. Vol. of Rainfall / 25 Yr — 24 Hr Storm =
TOTAL TEMPORARY VOLUME =
261,740 Cubic Feet
0 Cubic Feet
109,667 Cubic Feet
117,500 Cubic Feet
488,907 Cubic Feet

MURPHY FARMS, INC.
Farm Operator: DM Farms, Finisher No. 4
Date: 11/19/93
6. SUMMARY
Minimum treatment volume — livestock =
Minimum temporary storage volume =
Total minimum required treatment volume =
Total design volume available =
Total temporary volume available =
Design start pumping elevation =
Total Volume at start pumping elevation =
Design Volume less 25 Yr — 24 Hr Rainfall =
Design end pumping elevation =
Total Volume at end pumping elevation =
Design min. permanent storage elevation =
Total Volume at min. storage elevation =
Vol. of Permanent + Temporary Storage =
NOTE: Bottom of Temporary Storage =
the water table elevation of
7. DESIGNED BY: John Lenfestey
DATE: 11/19/93
APPROVED BY:
DATE:
1,069,200 Cubic Feet
488,907 Cubic Feet
1,558,107 Cubic Feet
1,569,244 Cubic Feet
491,968 Cubic Feet
59.20 Feet
1,442,530 Cubic Feet
1,451,744 Cubic Feet
57.10 Feet
1,077,276 Cubic Feet
57.10 Feet
1,077,276 Cubic Feet
1,566,183 Cubic Feet
57.10 Feet is above
53.00 Feet
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: GD c_ J - /3 y CAS` &,* -
/fuPPGzF; /59ents
Page 6

om 9-�
`ator:DELL MURPHY County: DUPLIN Date: 03/24/95
Distance to nearest residence (other than owner): 1500.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
O sows (farrow to finish) x 1417 lbs. = 0 lbs
O sows (farrow to feeder) x 522 lbs. = 0 lbs
7920 head (finishing only) x 135 lbs. = 1069200 lbs
O sows (farrow to wean) x 433 lbs. = 0 lbs
O head (wean to feeder) x 30 lbs. = 0 lbs
Describe other : 0
Total Average Live Weight = 1069200 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 1069200 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 1069200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
1. TOTAL DESIGNED VOLUME
Inside top length (feet) 830.0
Inside top width (feet) 250.0
Top of dike elevation (feet) 51.5
Bottom of lagoon elevation (feet) 40.5
Freeboard (feet) 1.0
Side slopes (inside lagoon) 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 824.0 244.0 10.0
AREA OF TOP
LENGTH * WIDTH =
824.0 244.0
AREA OF BOTTOM
LENGTH * WIDTH =
764.0 184.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
794.0 214.0
201056 (AREA OF TOP)
140576 (AREA OF BOTTOM)
679664 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM]
201056.0 679664.0 140576.0
DEPTH/6
1.7
Total Designed Volume Available = 1702160 CU. FT.

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
830.0 250.0 207500.0 square feet
Buildings (roof and lot water)
41580.0 square feet Describe this area.
TOTAL DA 249080.0 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 = 1069200 lbs. ALW/135 lbs. ALW * 1.37 gal/day
Volume = 1953072 gals. or 261105.9 cubic feet
5B. Volume of wash water
180 days
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume =
0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall
Volume = 7.0 in * DA / 12 inches per foot
Volume = 145296.7 cubic feet
7.0 inches

Om 4-k
5D. Volume of 25 year - 24 hour storm
Volume =
7.5 inches / 12 inches per foot * DA
Volume = 155675.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
6. SUMMARY
5A.
58.
5C.
5D.
261106 cubic
0 cubic
145297 cubic
155675 cubic
feet
feet
feet
feet
TOTAL 562078 cubic feet
Temporary storage period
Rainfall in excess of evaporation
25 year - 24 hour rainfall
Freeboard
Side slopes
Inside top length
Inside top width
Top of dike elevation
Bottom of lagoon elevation
Total required volume >1631278
Actual design volume > 1702160
Seasonal high watertable elevation (SHWT)===> 0.0
Stop pumping elev. > 47.4
Must be > or = to the SHWT elev. > 0.0
Must be > or = to min. req. treatment el.=> 46.5
Required minimum treatment volume > 1069200
Volume at stop pumping elevation > 1100250
Start pumping elev. > 49.6
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 1546485 cu. ft.
Volume at start pumping elevation > 1514038 cu. ft.
Required volume to be pumped > 406403 cu. ft.
Actual volume planned to be pumped > 413788 cu. ft. +�
Min. thickness of soil liner when required==> 1.6 feet
7. DESIGNED BY: APPROVED BY:
> 180
> 7.0
> 7.5
> 1.0
> 3.0
> 830.0
> 250.0
> 51.5
> 40.5
DATE: DATE:W'L4*
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
days
inches
inches
feet
: 1
feet
feet
feet
feet
cu. ft.
cu. ft.
feet
feet +�
feet
feet
cu. ft.
cu. ft.
feet

Op< ator: —
County:== _ _
Date:-- _ _
Dist.to nearestresidence (other than owner):
sows (farrow to finish):===
sows (farrow to feeder): eder):=== _
heacl (tintslting ontyA:
sows (farrow to wean): =
head (wean to feeder): _
Ave. Live Weight for other operations(tbs.)=
Storage volume for sludge accum. (cu. ft): =>
Treatment Volume (min. 1 cu. ft./lb.) 1.0
25 Year — 24 Hour Rainfall (in.) 7.5
Rainfall in excess of evaporation (in.) 7.0
Drainage area of buildings ex tots (sq. ft)=> - 41580.0
Volume of wash water (gallons/day)
Temporary storage period (days) _ 180
Freeboard (ft.): = 1.0
Side slope; (inside lagoon): 3.0 :1
Inside top length (ft): s.0
Inside top width at): 250.0
Top of dike elevation (ft.): 51.5
Bottom of lagoon elevation (ft.). 40.5
Seasonal high water table(1HWT) efev.(ft.):=
Total required volume:
Actual design volume:
Stop pumping el.( • or = to
(> or = to
Required minimum treatment volume:
Volume at stop pumping elevation:
rD1L MJRPHY
4DUPLIN
= 03/24/95
1500 ft.
7920
1631278 cu. ft
1702160 cu. ft
0.0 ftSH WT)::. 47.4
46.5 ft.Min.)
1069200 cu: ft
1100250 cu. ft
Start pumping elev.:
Volume at start pumping elevation:
Actual volume less 25yr-24hr rain:
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:====: --
Actual volume to be pumped:=
1514038 cu. ft.
1546485 cu. ft
406403 cu.ft
413788 cu. ft
**TOTAL VOL O.K.**
104.35%
**TRMT. VOL O.K.**
- 102.90%
49.6
**STORM STOR. O.K.**
102.14%
**TEMP. VOL O.K **
101.82%

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
1125.0 188.0 211500.0 square feet
Buildings (roof and lot water)
25740.0 square feet Describe this area.
TOTAL DA 237240.0 square feet
Design temporary storage period to be 180 days.
SA. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 1077300 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 1967868 gals. or 263084.0 cubic feet
58. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 138390.0 cubic feet

O'm LI-3
5D. Volume of 25 year - 24 hour storm
Volume =
7.5 inches / 12 inches per foot * DA
Volume = 148275.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 263084 cubic feet
58. 0 cubic feet
5C. 138390 cubic feet
5D. 148275 cubic feet
TOTAL 549749 cubic feet
6. SUMMARY
Temporary storage period > 180 days
Rainfall in- excess of evaporation ) 7.0 inches
25 year - 24 hour rainfall ) 7.5 inches
Freeboard----------------
Side slopes ) 3.0 feet
3.0 ; 1
Inside top length--- ) 1125.0 feet
Inside top width------ > 188.0 feet
Top of dike elevation-- ) 57.7 feet
Bottom of lagoon elevation > 46.7 feet
Total required volume ) 1627049 cu. ft.
Actual design volume > 1658280 cu. ft.
Seasonal high watertable elevation (SHWT)===) 0.0 feet
Stop pumping elev. > 53.7 feet
Must be > or = to the SHWT elev. > 0.0 feet
Must be > or = to min. req. treatment el.=) 52.7 feet
Required minimum treatment volume ) 1077300 cu. ft.
Volume at stop pumping elevation > 1091147 cu. ft.
Start pumping elev.----------) 55.9 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==) 1510005 cu. ft.
Volume at start pumping elevation > 1507727 cu. ft.
Required volume to be pumped ) 401474 cu. ft.
Actual volume planned to be pumped==== > 416580 cu. ft.
Min. thickness of soil liner when required==) 1.6 feet
7. DESIGNED BY.
DATE: c//6/9 /
APPROVED BY:
DATE: ;aIi(/4 4
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

Operat:or:MURPHY
6Lt 53
County:
0.0 Date: 08/15/94
Distance to nearest residence (other than owner): 2000.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs.
0 sows (farrow to feeder) x 522 lbs.
7980 head (finishing only) x 135 lbs.
0 sows (farrow to wean) x 433 lbs.
0 head (wean to feeder) x 30 lbs.
Describe other :
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
0 lbs
0 lbs
1077300 lbs
0 lbs
0 lbs
0
1077300 lbs
Volume = 1077300 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 1077300 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) 1125.0
Inside top width (feet) 188.0
Top of dike elevation (feet) 57.7
Bottom of lagoon elevation (feet) 46.7
Freeboard (feet) 1.0
Side slopes (inside lagoon) 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 1119.0 182.0 10.0
AREA OF TOP
LENGTH * WIDTH =
1119.0 182.0
AREA OF BOTTOM
LENGTH * WIDTH =
1059.0 122.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
1089.0 152.0
203658 (AREA OF TOP)
129198 (AREA OF BOTTOM)
662112 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
203658.0 662112.0 129198.0 1.7
Total Designed Volume Available = 1658280 CU. FT.

OPERATION AND MAINTENANCE PLAN
SHEET 1 OF 2
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year — 24 hour storm for the location.
The volume cf waste gtedefrmaagivenonumof animals will be
air constant throughoutyearyearyear, 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
IIbuilding(s). If the outlet pipe is not installed at the elevation to
begindpi pumping, a permanent myst be installed at this elevation
pumping id begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre —
charged to 1/2 its capacity to prevent excessive odors during
start—up. Pre —charging reduces the concentration of, the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump —out of the lagoon when fluid level
reaches the elevation 55.9 as marked by permanent marker. Stop pump —
out when the fluid level reaches elevation 53.7 . This temporary
storage, less 25 yr— 24 hr storm, contains 401474 cubic feet or
3003025 gallons.

SHEET 2 OF 2
4. The recoiiniiended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. A11 surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right—of—ways.
9. The Clean Water Act of 1977 prohibits the discharge of
r,nilutants 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.

Operator:DM Farms County: Duplin Date: 02/22/95
Lotance to nearest residence (other than owner): 1500.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
O sows (farrow to finish) x 1417 lbs. = 0 lbs
O sows (farrow to feeder) x 522 lbs. = 0 lbs
7920 head (finishing only) x 135 lbs. = 1069200 lbs
O sows (farrow to wean) x 433 lbs. = 0 lbs
O head (wean to feeder) x 30 lbs. = 0 lbs
Describe other : 0
Total AverageLiveWeight = 1069200 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 1069200 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 1069200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)
Inside top width (feet)
Top of dike elevation (feet)
Bottom of lagoon elevation (feet)
Freeboard (feet)
Side slopes (inside lagoon)
Total designvolumeusing prismoidal formula
610.0
310.0
101.5
88.5
1.0
3.0 : 1
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 604.0 304.0 12.0
AREA OF TOP
LENGTH * WIDTH
604.0 304.0
AREA OF BOTTOM
LENGTH * WIDTH =
532.0 232.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
568.0 268.0
183616 (AREA OF TOP)
123424 (AREA OF BOTTOM)
608896 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
183616.0 608896.0 123424.0 2.0
Total Designed Volume Available = 1831872 CU. FT.

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
610.0 310.0 189100.0 square feet
Buildings (roof and lot water)
41706.0 square feet Describe this area.
TOTAL DA 230806.0 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 = 1069200 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 1953072 gals. or 261105.9 cubic feet
3B,' Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume =
0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
3C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall
= 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 134636.8 cubic feet

Volume of 25 year - 24 hour storm
Volume =
7.0 inches / 12 inches per foot * DA
Volume = 134636.8 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 261106 cubic feet
58. 0 cubic feet
5C. 134637 cubic feet
5D. 134637 cubic feet
TOTAL 530380 cubic feet
6. SUMMARY
Temporary storage period > 180 days
> 7.0 inches
> 7.0 inches
> 1.0 feet
> 3.0 : 1
Inside top length > 610.0 feet
Inside top width > 310.0 feet
Top of dike elevation > 101.5 feet
Bottom of lagoon elevation > 88.5 feet
Total required volume > 1599580 cu. ft.
Actual design volume > 1831872 cu. ft. *
Seasonal high watertable elevation 98.8 feet
Stop pumping elev. • 97.0 feet *
Must be > or = to the SHWT elev. > 98.8 feet
Must be > or = to min. req. treatment el.=> 94.5 feet
Required minimum treatment volume > 1069200 cu. ft.
Volume at stop pumping elevation > 1222071 cu. ft.
Start pumping elev. > 99.4 feet *
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 1697235 cu. ft.
Volume at start pumping elevation > 1633174 cu. ft.
Required volume to be pumped > 395743 cu. ft. *
Actual volume planned to be pumped > 411104 cu. ft. *
Min. thickness of soil liner when required==> 1.9 feet
Rainfall in excess of evaporation
25 year - 24 hour rainfall
Freeboard
Side slopes
(SHWT)===>
7. DESIGNED BY: APPROVED BY:
DATE: DATE: .WE3795
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

LJFL:HATLUN AMU MALK"L"EKAKCC FLAK
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation
begin pumping, a permanent marker must be installed at this
to indicate when pumping should begin. An elevation must be
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
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of
method of disposal.
center pivot, guns,
taken when applying
waste water is recognized as an acceptable
Methods of application include solid set,
and traveling gun irrigation. Care should be
waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
to
elevation
established
as
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 99.4 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 97.0 . This temporary
storage, less 25 yr- 24 hr storm, contains 395743 cubic feet or
2960156 gallons.

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