310358_Application_20240328

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, 2024, 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, 2024.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Certificate Of Coverage Number: AWS310358
2. Facility Name: Hot Dog Farm #2
3. Pennittee's Name (same as on the Waste Management Plan): Hot Dog Farms LLC
4. Permittee's Mailing Address: PO Box 2107
City: Elizabethtown State: NC
Telephone Number: 910-862-7400 Ext. E-mail:
5. Facility's Physical Address: 430 Stocking Head Rd
City: Rose Hill State: NC
6. County where Facility is located: Duplin
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Naive (if there is not an Integrator, write "None"):
10. Operator Name (OIC): Brandon Lee Norris
11. Lessee's Name (if there is not a Lessee, write "None"):
1/0?
Zip: 28337-933,5
Zip: 28458
Murphy -Brown LLC
Phone No.: 9/U-3a°S G 2 OIC #: 1004381
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine - Feeder to Finish 4,248
Operation Types:
Swine
Cattle
Dry Poultry
Other Types
Wean to Finish
Dairy Calf
Non Laying Chickens
Horses - Horses
Wean to Feeder
Dairy Heifer
Laying Chickens
horses - Other
Farrow to Finish
Milk Cow
Pullets
Sheep- Sheep
Feeder to Finish
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 Lagoons, Digesters and Waste Storage Ponds (WSP): (Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure
Name
Structure Type
(Lagoon/Digester/
WSP)
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
Mus 1
Lagoon
12/17/2008
Full, clay
593,075.00
78,750.00
19.50
An2A
Lagoon
12/23/2008
Full, clay
237,916.00
40,476.00
19.50
2B
Lagoon
12/30/1997
CjIOW
163,430.00
31,942.00
AS
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.1OC(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
It. 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, solids separators, sludge drying system, waste transfers, etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both
for, a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below. (If multiple Landowners exist, all landowners
should sign. If Landowner
� is a corporation, signature should be by a principal executive officer of the corporation):
/ Name (Print): ! 0 �—A ''" 3 . 4---'C Title: dmw l q"A'
Signature: x Date: Z � ay — Z.y
Name (Print):
Signature:
Name (Print):
Signature:
Title:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD RE SENT TO THE, EOT J.OWTNG ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636

WASTE UTILIZATION PLAN
Friday, May 01, 2020
Producer: Hot Dog Farms, LLC
Farm Name
Telephone # :
Type of Operation
Hot Dog #2 31-358
PO Box 2107
Elizabethtown, NC 28337
[phone]
Feeder to Finish Swine
Number of Animals : 4248 hogs design capacity
Application Method: Irrigation
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
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 yields 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
contents 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 avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions, 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 the 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. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste are not the same.
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 ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1 of 9

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
4248 hogs X 1.9 tons waste/hogs/year = 8071.2 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
4248 hogs X 1.7 Ibs PAN/hogs/year = 7221.6 PAN/year
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,
soil type and suface application.
TABLE 1 : ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE &CL.ASS- CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
DETERMINING PHASE CODE N/ACRE N/ACRE USED TIME
3408 1 NOBOCO 0-2% C 1681 131.04 0 4.85 635.544 FEB 15 JUN
3408 1 NOBOCO 0-2 /o W 105 124.950 4.85 606.008 SEP APR
3408 1 NOBOCO 0-2% SB 38'I 148.58 01 4.85 720.613 APR SEP 15
3408 1 NOBOCO 0-2% SG 1 30 Di 4.85 145.5 SEP-MAY
3408 10 BLANTON 0-5% C 96 96 0, 1.01 96.96 FEB 15-JUN
--- - -
3408 10 BLANTON 0-5% W 51.3 116.451 01 1.01 117.616 SEP-APR
3408 10 'BLANTON 0-5% t SB 221 87 34�, 0� 1.01 88.2134 APR SEP 15
3408 10 BLANTON 0-5% SG 1 30 0; 1.01 3C-3 SEP MAY
3408 11 BLANTON 0-5% c 96 96 0 1 81 173.76 FEB 15-JUN
3408 * 11 BLANTON 0-5% W 51.3 116.451 0 1.81 210.776 SEP-APR
- -- -- -
3408 11 BLANTON 0-5% SB 22 87.34 0 1.81 158.085 APR SEP 15
- - - SEP-MAY
3408 * 11 %BLANTON 0-5 /o SG�I 1 30 -
* ALL W 90 104.4 4.83 431.17Z ' FEB 15 JUN
3408 2 AUTRYVILLE ALL C 132 102 96 0 4.13 425.225
3408 2 AUTRYVILLE ALL SB 25 100 0 4.13 413LL SEP-APR
* - I APR SEP 15
- a - - -- --
- - 0� 4.13 123.9 SEP-MAY
3408 * 3 NOBOCO D 2 ALL C 168; 131.004, t V o � � � OI 4.16 545.126 FEB 15-JUN
3408 3 NOBOCO D-2 /o
* _ 0 4.16 519.792
SEP APR
3408 3 NOBOCO 0 2 /o W 105 124 95
* 0 38 148 58 0' 4.16 618 0931APR SEP 15
3408 3 NOBOCO 0-2 /o SG 1 30 0 4.16 124.8 SFP-MAY
* ° 132'1102.96 0 3.33 342.857 FEB 15-JUN
3408 4 (AUTRYVILLE ALL C I
3408 4 AUTRYVILLE ALL W 901 104.4 U 3.33 347 65Zi 5EP APR
3408 4 AUTRYVILLE ALL SG
�* 25i 1000 OOI 3.33 3331APR-SEP 15
3408 * 4 AUTRYVILLE ALL SB - � � 3.33i 99.9 SEP-MAY
%3408 5 - -- FEB 15-JUN
I� 2.24 230.630
3408 5 Al1TRYVILLE ALL _-W 190 1104 4~ 1 2.24 233.85& SEP-APR
01
3408 5 AUTRYVILLE ALL SB 25 100 0' 2.24 224 APR SEP 15
3408 * 5 AUTRYVILLE ALL SG 1 30 0 2.24 67.21 SEP-MAY
3408 * 7 BLANTON 0-5% G 96 96 0 1.8 172.8 FEB 15-JUN
1 - o .3 87.3� 01 1.8 209.61 SEP APR
_ � -_ o 1 116.45 _
3408 7 BLANTON 0 5 /0 1 SB 0 1.8 157.212 APR-SEP 15
3408 7 BLANTON 0 5 /o _
W
BLANTON 0-5% -r C 96r -- - --
3408 7 !BLANTON 0 5 /o SG 30, 0 1.8 54, SEP-MAY
3408 8 96 0' 0.8 76.8' FEB 15 JUN
3408 * -- 8 BLANTON 0 5 /o - - -SB - 22 87.34 0 0.8 99 872 SEP-APR
3408 8 BLANTON 0 5/o * 0 0.8 11608 APR-SEP 15
0 W 51.3 116.451
3408 8 BLANTON 0-5 /o SG 1 30, 0 0.8 24 SEP-MAY
3408 * 9 BLANTON 0-5% C 96 96 0 2.95 283.2 FEB 15-JUN
3408 9 BLANTON 0 5% W 51.3 116.451 0 2.95 343 530 SEP APR
Ii- - -
_ _ o- -- - - -SB _ _ -� - - 531A -- -
3408 * 9 !BLANTON 0 5 /0 22 87.34 0. 295 257 653 APR-SEP 15
' 1* -- __ o - -- r - - - } 0 0 98 10288 5� SEP-MAY
3408�- AW1 NO OCO 0 2/0% C� 168 131 04,
FEB 15-JUN
Page 2 of 12

3408
3408
3408
3408
3408
3408
3408
3408
3408
3408
3408
*- AW1
INOBOCO 0-2%
* AW1
NOBOCO 0-2%
* AW1
'NOBOCO 0-2%
* AW2
AUTRYVILLE ALL
* AW2
IAUTRYVILLE ALL
----
* AW2
i AUTRYVILLE ALL
* AW2
AUTRYVILLE ALL
* AW4
BLANTON 0 5%
* AW4
BLANTON 0-5%
* AW4
BLANTON 0-5%
AW4
BLANTON 0-50/
-- --
W
105
124 95,-
SB
-
38
-
148.58
- SG
1-
30
C
132
102.96
W
90
104.4
SB
25
100
- -SG _
1
30
-
W -
51,3
116.4511
-- B
87.344
S
-21
0 0.781 97.461 SEP APR
Oi
0.78� 115.892 APR SEP 15
0
0.781
23.4 SEP-MAY
0
0.381
39.1248 FEB 15-JUN
0
0,381
39.672 SEP-APR
0
0.38�
38 APR-SEP 15
0
0 A
11 4 SEP-MAY
0,
3 14
301.44 FEB 15-JUN
0'
3.14�
365.656 SEP-APR
0
3.14
274.248,APR SEP 15
0
3.14,
942 SFP-MAY
TOTALS:
5725.46
Indicates that this field is being overseeded (i e interplanted) or winter annuals follow
summer annuals.
Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 3 of 12

TABLE 2 : ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
TRACT FIELD SOIL TYPE &CLASS- CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
DETERMINING PHASE CODE N/ACRE N/ACRE USED TIME
7024 * 12 BLANTON 0-5% 1 C 96 9 0 3.24 311.04 FEB 15-JUN
7024 12 BLANTON 0-5% W I- 51.3 116.4511 0 3.24 377.301 SEP-APR
-- -- - -
7024 12 BLANTON 0-5% SB 22 87.34 0' 3.24 282.982 APR-SEP 15
� _ _ SEP-MAY
7024 * 12 BLANTON 0-5 /o SG 1 30t 01 3.24 97.2
C 961 96 �_ - - -
7024 * 13 BLANTON 0 5% W I 51.3 116_451 Di 3.43 ggg 428 FEB 15-JUN
7024 13 BLANTON 0-5% SEP APR
7024 13 BLANTON 0 5% SB 22 87.34 0 3.43 299.576 APK SEP 15
* - -- - -- T - - - - --
7024 13 BLANTON 0-5% SG 11, 30 0 3.43 102.9 SEP-MAY
7204 14 BLANTON - -- 0 4.01 384.96 FEB 15-JUN
- 14 0 5 /0 BLANTON 0 5% C 96• 96 -
* ° W 51.3 116.451� 01 4.01 466.969 SEP APR
7204 14 iBLANTON 0-5% SB 22 87.34 V 4.01 350.2331APR-SEP 15
- SG 1 1 L 4.01 120.3! - ---
7204 14 1BLANTON 0 5/o 30 05EP-MAY
7024 15 BLANTON 0 5/o C 96 i- 96, 0 3.52 347.52 FEB 15-JUN
7024 15 BLANTON 0-5 /o W 51.3 _ * 0 116.451� OBI 3.62 421.553 SEP-APR
7024 15 BLANTON 0-5% SB 221 87.34� 01 3.62 316.171'APR-SEP 15
7024 15 BLANTON 0 5/° SG 1 30• - O 3.62 108 6 SEP MAY
*_ I 001 4.15 398.4 FEB15-JUN
24 16�B7LANTONN 05 /° S 5122 118451 4 16NTON 0 5 /o C 964.15 483.272 SEP-APR
G2.7024 1bBLANTON °° - �- _-_ 121 461 APR SEP 15
AUTRYVILLE ALL C 132• 102.961 0 1.73 178
7024 16 ABLANTON 0-5 / SG 1 30 0 4.15 124.5� SEP-MAY
* 1 0 4 5 .
7005 17 � FEB 15-JUN
* 0! 1 73 180 612 SEP APR
7005 17 AUTRYVILLE ALL W 90! 104 4 _
7005 * 17 AUTRYVILLE ALL SB 25 100t 0 1.73 173APR SEP 15
102 96 - SEP MAY
7005 18 AUTRYVILLE ALL C 132' -0 3.5 365.4 FEB 15-JUN
* 30 0 173 51.9'
* SB 25 100 - 0' 3.5 - 360 50T SEP-APR
7005 18 AUTRYVILLE ALL w 90 104A
7005 18 AUTRYVILLE ALL ,APR-SEP 15
7005 18 AUTRYVILLE ALL SG 1 30 0 351 105 SEP-MAY
70000 5 19 AUTRYVILLE ALL C 132 102.96 0 4 23; 435.521 FEB 15 JUN
1
* 100 - 0 4.23 SEP-APR
� 423 APR-SEP 15
7005 19 IAUTRYVILLE ALL SB 25 441 612
7005 * 9 IAUTRYVILLE ALL W 90 104 4 0 4.23
AUTRYVILLE ALL 1
7005 20 AUTRYVILLE ALL C 132 so 0 4.z�z6s SEPnnaY
* 102.96 0 3.82 393.3071 FEB 15-JUN
7005 20 AUTRYVILLE ALL W 90 104.4 0 3.82 398.808 SEP-APR
_ -- L_ _ - -
- APR-SEP 15
� 7005 20 AUTRYVILLE ALL 5B 25 100 0', 3.82 3821
7005 I 20 AUTRYVILLE ALL � SG I 1' 30 01 3.82 114.6SEP-MAY
AUTRYVILLE ALL C 132 0 3.88 399.485
7005 * 21 3.88 399 485' FEB 15-JUN
*21 �3.88 4 072 SEP-APR
* AUTRYVILLE ALL SB 25 100 0�
7005 21 _- .APR-SEP 15
AUTRYVILLE ALL W I 90 104.4
* a 0+
* OI 3.88 1164: SEP-MAY
7005 21 AUTRYVILLE ALL SG 1 30
7024 AW5 BLANTON 0-5/o C 96 96' 2.75 2641 FEB 15-JUN
7024 AW5 BLANTON 0-5% W 51.3 116.451 0 2.75 320.?F40 SEP APR
7024 * AW5 BLANTON 0-5% SB 22 87.34 0; 215 240 185 APR SEP 15
7024 AW5 IBLANTON 0-5% SG 1 30 01 2.75 82.51 SEP MAY
7005 AW6 AUTRYVILLE ALL C 132 102.961 001 5.21 536-422 FEB 15-JUN
L7,uO,
5 AW6 AUTRYVILLE ALL W 90 104.4' 0 5,21 543.924, SEP-APR
- - -- - -
0 521 521 APR-SEP 15
AW6 AUTRYVILLE ALL SG 1 15 AW6 �AUTRYVILLE ALL SB 21 1030 O 5 21 156 3 SFP-MAY
- --
TOTALS: 7269.16
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
Page 4 of 12

* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROP CODE CROP UNITS
LBS N/UNIT
C
CORN
BUSHELS
1.25
SG
SMALL GRAIN OVERSEEDED
I AC
50
SB
SOYBEANS
BUSHELS
4
W
WHEAT
BUSHELS
2.4
W
WHEAT
Page 5 of 9

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
TABLE 1 -� 31.38 5,7251
TBL AE 2 43.57
TOTALS, 74.9512,995
AMOUNT OF N PRODUCED: 7,222
*** BALANCE -5,773
*** This number must be less than or equal to 0 in order to fully utilize the animal waste N
produced.
Acres show in each of the preceeding tables are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter
areas not receiving full application rates due to equipment limitations. Actual total acres in the
fields listed may, and most likely will be, more than the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 1571.76 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of
irrigation such that runoff or pending occurs. This rate is limited by initial soil moisture
content, soil structure, soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the soil at the time of
irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the
crop.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months- In no instance should the volume of
waste being stored in your structure be within 1.6 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
TRACT
3408
FIELD
*1 *3, *AW1
SOIL TYPE
NOBOCO 0 2%
AUTRYVILLE ALL
AUTRYVILLE ALL
AUTRYVILLE ALL
BLANTON 0-5%
BLANTON 0-5%
BLANTON 0-5%
BLANTON 0 5%o
NOBOCO 0-2 %
AUTRYVILLE ALL
NOBOCO 0-2%
NOBOCO 0-2%
CROP
W
SB
SG
W
C
SB
SG
w
C
C
SG
SB
3408
*2, *4, *5, *AW2
-2,-4,-5, -AW2
3408
3408
*2 *4 *s *AW2
3408
3408
*10 *1l *7 *8 *9 *AW4
*10, *11, *7, *8, -9, *AW4
-10, -11 7, -8, -9, -AW4
*10, *11 *7, *8, *9, *AW4
*1, *3, *AW1
*2, *4, *5, *AW2
-1, -3, -AW1
*1, *3, *AW1
3408
3408
3408
3408
3408
3408
APPLICATION APPLICATION
RATE (in/hr)
AMT (inches)
0 60
1
0.60
*1
0,60
"1
0.75
*1
0 -5
*1
0.00
1
0.60
0.00
000
*1 --
Page 6 of 12

7005
017, *18, *19, *20, *21, *AW
AUTRYVILLE ALL
C
0.60
`1
7005
17, *18, *19, *20, *21, *AW
AUTRYVILLE ALL
SB
0.60
*1
7005
17, -18, -19, --20, --21, -Awl
AUTRYVILLE ALL
SG
0.60
0.60
`1
7005
17, *18, *19, *20, *21, *AW
AUTRYVILLE ALL
W
'1
7024
*12, *13, *15, *16, *Aw5
BLANTON 0-5%
C
0.75
*1
7024
*12, *13, *15, *16, *AW5
BLANTON 0-5%
SB
0.75
`1
7024
-12, -13, •-15, -16, -AW5
BLANTON 0-5%
SG
0.75
*1
7024
*12, *13, *15, *16, *Aw5
BLANTON 0-5%
W
0.75
*1
7204
*14
BLANTON 0-5%
W
0.75
*1
7204
*14
BLANTON 0-5%
C
0.75
*1
7204
*14
BLANTON 0-5%
SB
0.75
`1
7204
-14
BLANTON 0-5%
SG
0.75
*1
* This is the maximum application amount allowed for the soil assuming the amount of
nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 7 of 12

NARRATIVE OF OPERATION
RYE and acreages based on a Waste Utilization Plan developed by Kevin Weston on 2/1/16
and based on historical yield records. Fields 1 & 2, tract 3408 and field 1, tract 7005 use the
latest RYE tables. The latest nitrogen coefficient was used. Aerway may be used on this farm
including the AW designated acres for each field.
Page 8 of 12

PLANS & 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. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division of Water Quality for every
day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide NRCS with a copy
of a written agreement with a landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application for the life expectancy of the production
facility. 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, climate conditions, and level of
management, unless there are regulations that restrict the rate of application for other
nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS) or
an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no greater
than 10 tons per acre per year and appropriate filter strips will be used where runoff leaves
the field. These filter strips will be in addition to "Buffers" required by DEM. (See FOTG
Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers).
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" in the NRCS Technical Reference -
Environment file for guidance.)
*7. Liquid waste shall be applied at rates not to exceed the soil infiitration 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 conditions
conducive to odor or flies and to provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth.
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 a crop on bare soil.
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 anv perennial stream or river (other that an irriaation ditch or canal. Animal waste
Page 9 of 9

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 landownwer.
14. Waste shall be applied in a manner not to reach other property and public right - of ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application causes no runoff or drift
from the site.
*16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and shall be fenced, as necessary, to protect the vegetation.
Vegetation such as trees, shrubs, and other woody species, etc. are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and accessible. Lagoon berms
and structures should be inspected regularly for evidence of erosion, leakage or discharge.
*18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the possibility
of an illegal discharge, pollution and erosion.
*19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be
kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied as a preemergence with no other applications of
animal waste during the crop season.
*21. Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to mark
the maximum storage volume fpr waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
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 amd maintained. Soil and waste analysis records shall be kept for
five (5) 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.
23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Agriculture regulations-
* Liquid Systems
Page 10 of 9

NAME OF FARM: Hot Dog #2 31-358
OWNER I MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished 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/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: Hot Dog Farms, LLC
SIGNATURE: a►nb ECG � • � DATE:
NAME OF M NAG (if different from owner): t0010) T
pleaspri t
SIGNATURE: !1 ® DATE: 3�
NAME OF TECHNICAL SPECIALIST: Curtis Barwick
AFFILIATION: Barwick Ag Services
ADDRESS (AGENCY): 103 Country Club Circle
Clinton, NC 28328
[phone]
SIGNATURE: �,.�' ` DATE:
Page 12 of 9

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31-3500
EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) �910)79�-7215
EMERGENCY MANAGEMENT SERVICES (EMS) 910 2 6-2160
SOIL AND WATER CONSERVATION DISTRICT (SWCD) [phone]
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 910 296-2160
COOPERATIVE EXTENSION SERVICE (CES) L910 296-214
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort
to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow - possible solutions are:
a)
Add soil to berm to increase elevation of dam.
b)
Pump wastes to fields at an acceptable rate,
c)
Stop all flow to the lagoon immediately.
d)
Call a pumping contractor.
e)
Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s) that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Close valves to eliminate further discharge
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
e) Make sure siphon occurs.
d) Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible action:
a} Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as
soon as possible.
12112/2007

Assess the extent of the spill and note any obvious damages
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, after hours,
emergency number; [phone]. Your phone call should include: your name,
facility number, and telephone number, the details of the incident from item 2 above, the
exact location of the facility, the location or direction of the movement of the spill, weather
and wind conditions. The corrective measures that have been undertaken and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call focal EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice / technical assistance phone number.
4. If none of the above works call 911 or the Sheriff's Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offslte damage.
Contractors Name: Murphy Brown, LLC
Contractors Address: P.O, Box 85& Warsaw NC 28398
Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Krgjg Westerbeek
b. Phone: [phone] - 5330
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
12/ 12/2007

Version —November 26, 2022
tFortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Q 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 beat least one foot above the seasonal
high water table. Attach burial location map and plan.
❑ 0 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).
El a 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.
Signatu a of Farm Ow77iz
6��,
Signature of Technical Specialist
Date
Date

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
a 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 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 opiniontof the State Veterinarian, wouldmake 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.
Signatu a of Farm Owner/Manager
Signature of Technical Specialist
Date.
Date

grower: Bland Finisher 20081 -Designed y; KBW
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 12/17/08
County: Duplin Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
F5rm Population:
Nursery: -.. ----------- ------
0
Wean to Finish: --- ............
0
Finishing: ••••------------------
2448 Hd.
Farrow to weanling:----------- --------
0
Farrow to feeder: ---.................
0
Farrow to finish: ----------------..__-
0
Boars: --------------••----
0
Storage Period: -----------••-------
180 Days
25 Yr.124 Hr Storm Event ------------ •-----
7.5 In.
"Heavy Rain" Factor
Rainfall in Excess of Evaporation -------------------
7.0 In,
Additional Water Usage; — ----------
0
Additional Drainage Area: -----------•----
0
LAGOON_IIFORMATION
Is Lagoon Designed as an Irregular Shape?
(YIN) ----------
N
Does Operator Want Emergency Spillway?
(YIN) ------------
N
Was This Design Built Prior to Sept. 1996?
(YIN) ------------
Y
Is Drain Tile Req'd to Lower SHWT?
(YIN) ----------
N
Seasonal High Water Table Elev: ---• -- _-•-•••-•
0.00
Freeboard: ......
1.0
Ft,
Emergency Spillway Flow Depth:
Side Slopes:
3
:1 (H:V)
Inside Top Length:
375.0
Ft.
Inside Top Width:
210.0
Ft.
Top of Dike Elevation: •..
Depth
110.10
Ft.
Finished Bottom Elevation: --..............
11.00 Ft.
99.10
Ft.
Start Pump Elevation: --_--• • ••
20.04 In.
103,43
Ft.
Stop Pump Elevation: --•-••••--••
57.61n.
105.30
Ft.
LAGOON VOLUME REQUIRED VOL.
DEIGN VOLUMES
% RE R.
Storm Star = 49219 (Cu.Ft.)
49,411 (Cu.Ft.)
100.39%
Temporary = 179661 (Cu.Ft.)
212,319 (Cu.Ft.)
118.18%
_ Permanent = __-_ _330480 (Cu.Ft.)
-
331,345 Cu.Ft.)
100.26%
Total Volume =ry 559,360 (Cu.F1.)�
693,075 (Cu.Ft.)
_
106.03%
112 Treatment Volume = 165,240 (Cu.Ft,)
112 Treatment Volume Elevation 102.47 Ft.
90 Temporary Storage Volume Elevation = 106,83 Ft.
Min. Required Liner Thickness -•••...... ••-..........
Lagoon Surface Area: (Inside TOO)-••----------------
Murphy-Brown, LLC Engfnsst ng P•0 Box 856, Warsaw, NC 28390
91.59 in.
39.23 In.
1.6 Ft.
78,750 S.F
[phone]

Address: PO Box 759
Rose Hill, NC 28458
County: Duplin
Checked By: DSE
Date: 12/17/08
Sheet 2 of 7
ACTUAL DESIGN
VOLUME CALCULATIONS
BASE VOLUME:
Cu. Ft,
LAGQQN STAGE -AREA VOLUMES
Contour
Elevatioh_{FT ]
Area SF Incr. Vol. (Cu.. FT1
Cumul, Vol. (cu.FFT)
99.10
44,496
0
100.00
46,971
41,160
41,160
101.00
49,790
48,381
89,541
102.00
52,681
51,236
140,777
103.00
55,644
54,162
194,939
104.00
58,679
57,161
252,100
105.00
61,785
60,232
312,332
106.00
64,964
63,375
375,707
107.00
68,215
66,690
442,296
108.00
71,538
69,876
512,173
109.00
74,933
73,235
585,408
110.00
76,399
76,666
662,074
110.10
78,750
7,857
669,931
These volumes were calculated using the vertical average end area method.
WCU
TOTAL REQD_VOL_
559,360�CF
-MU LATIVE
VE3L �V
ZONE VOL._ M
106.030-/'
END PUMP = = _ =
106.30
FT
-
331.345 CF
TR'MT
331,345 T
100.26%
START PUMP = =
108.43
FT
543,664 CF
TEMP
212,319
118.18%
MAX STORAGE =
109.10
FT
593,075 CF
STORM
49,411
100.39%
Murphy -grown, LLC Cngfneerbng P.O. Box 656,War.aw, NC 28395 P10) 293-3934

Grower: Bland Finisher 20081
Address: PO Box 759
Rose Hill, NC 28468
County: Duplin
MINIMUM REQUIRED _VOLUME CALCULATION§
Permanent Storage:
Required Treatment Volume:
Designed By:
Checked By:
Date:
Sheet 3 of 7
,Animal Tye Capacity AL (cu. t. b)
Nursery
0
30
1.00
0
Wean to Finish _
0
.... _. 115
_ — �W1.00
0
FinlshingW �W Y
2,448
135
1.00
_
330,480
Farrow to weanling ....... --
0
— 433
1.00
— �1.00
0
Farrow to feeder
0
522
0
Farrow to finish
Boars
_ 0
0
1,417
1.00
-- 0
400
1.00
0
Total Required Treatment Volume (cu. ft.)= 330,480
Sludge Storage Volume:
nirrial "hype Capaciiy '— ALIV_ (cu. ,11b � = ota
Nursery
0
30
_ 0.00
0
Wean to Finish
0
115
0.00
0
_ _
Finishing- —�
2,448
135
_.. . 0.00
�- 0
Farrow to wee ling—
0
433
0.00
0
-��
Farrow to feeder 0
_. _
522
0.00
0_
_ _
Farrow to finish ~- 0 1,417
Boars _. _ W. — 40Q
0.00
0.000
_ _ 0
—_-- —,0
Total Required Sludge Storage Volume (cu, ftj=
Temporary Storage Volume:
Manure
Animall ps
Capacit- Sto. PPeriod
Nursery _
0
-b
--._... 1 ET
--180
Wean to Finish
_
_
_
Farrow to weanlin
0
180
!-arrow to fie -air
0
1 SO_
_--..-------180
Farrow to finish--�_....___.....
0
Boers
0
180
Total Manure Production (gals.)=
Total Manure production (cu.ft.)=
0.30
-1-T
Y1.37
4.39
5.30
14.38
4.06
0
_0
603,677
0
Q
0
603,677
80,705
Excess Fresh Water:
IFAnimal vne — - � y�Caoadiv''- Sto. Period ]./day) = iota!----~
Nursery
Wean to Finish�180
o _---
^ 180
_ - - U.00
- 0,00
0
Finishing —
-.._2,448
180
�_ 396,575
_
—
Farrow to_weaniing-
0
_—
—180
_-_0.90_
U_AO
0
Farrow to feeder
0
180
— _
0.00
0
Farrow to finish
0
180
0.00
0
Boars
180
O,QO+
._,._.. 0
1-
KSW
DSE
12/17/08
Total Fresh Water Excess (gals.)= 396,57s
Total Fresh Water Excess (cu.ft.)= 53,018
} RO, Box 056. Warsaw NO 28398 [phone]
f

Grower: Bland Finisher 20081 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 26458 Date: 12/17/06
County: Duplin Sheet 4 of 7
Temporary Storage Volume: Mont,)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) " Rainfall / 121n./ft
Vol.= (78750 sq.ft. + 0 sq.ft,) ` 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 45,938
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) ` 25Yr./241-1r. Storm(b) / 121n./ft.
Vol,= (78750 sq.ft + 0 sq.ft.) ' 7.5 in. 112 Indit,
Total Required Volume for 2SY0241•1r. Storm Event (cu.ft)= 49,219
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt9 Drainage Area)' "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (78750 sq.ft + 0 sq.ft.) ' 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (eu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
a a
Total Required Storm Storage
(25Yr. / 241-1r. Storm +'Heavy Rain')= 49,219 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water+ Rainfall Excess + Additional Water Storage) = 179,661 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 330,480 (CU.FT)
ttttttttttttt■
TOTAL REQUIRED VOLUME = 559360 (CU.FT.)
U56, Warsaw

Grower: Bland Finisher 20081 Designed By. KBW
Address: PO Box 759 Checked By. DSE
Rose Hill, NC 28458 Date: 12117/0$
County: Duplin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation -------•-••--•••----
110,10
FT.
Emergency Spillway Crest Elevation -••---•-----------
Not Al Applicable
Top of 25Yr. / 241-1r. Storm Storage - ..... - •-----------
109.10
FT.
Top of "Heavy Rain" Storage --------- •--•- --•
Not
Applicable
Start Pump Elevation .....................
108.43
FT.
End Pump Elevation -- ------- ------- •-••
105.30
FT.
Top of Sludge Storage ------•----........
Not
Applicable
Seasonal High Watertable Elev,---- •---------------
0.00
Finished Bottom Elevation --' -------- -........
99.10
FT.
Inside Top Length ------•-----------
376.00
FT.
Inside Top Width -------- .......... ..
210,00
FT.
Side Slopes --...._............
3:1
H:V
Lagoon Surface Area ------------------•
78,760
SF
Min. Liner Thickness (if required) ----•---•----
1.6
FT.
Freeboard Depth -••••---••---- ----
i.00
FT.
Temporary Storage Period w ••----------
180
Days
Zone Depths:
L
TOTAL DEsrGN VOLUME = 593075 (CU.FT.)
Treatment I Sludge Storage Zone Depth ----------- 6.2 FT.
Temporary Storage Zone Depth - - — 3.1 FT.
Freeboard 1 Storm Storage Zone Dimpth - • II J FT,
Total Lagoon Depth 11.0 FT
P.O. Box 856, Warsaw NC

Grower: Bland Finisher 20081 Designed By:
Address: PO Box 759 Checked By:
Rose Hill, NC 28458 Date:
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.
KBW
DSE
12/17/08
ARO"%
NOTE: See attached Waste Utilization Plan
_ DESIGNED:
DATE:
COMMENTS:
This design is update of start and stop pump elevations and to show the 1/2 _
treatment volume level for sludge storage. This design does not supersede the _
orqtai certification of the farm. __�� __ _,_______ _ _ __,___ .___—..•__.._-•
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 2098
APR 01 ZOiN19
wowauft
[phone]

urowcr: Bland Farm I.-agoon 2A & 28 -
Address: PO Box 759
Rose Hill, NC 28458
Count : Ou lin
Designed y:
Checked By: DSE
Date: 12/23/08
Sheet 1 of 12
ANAEROBIC WASTE LAGOON
DESIGN 1st STAGE
FARM INFORMATION
Farm Pooulatiom
Nursery: -- -- .._...... -
0
Wean to Finish: ---•-•----••--••-----
0
Finishing: - •-_----------•
1300 Hd.
Farrow to weanling: ..••._..._•,...,.__
0
Farrow to feeder: ------------- ---
0
Farrow to finish: ---- ------------- --
0
Boars: ...
0
Storage Period: ........ -----------
180 Days
25 Yr.124 Hr Storm Evens ---••--••••---••--•••
7.6 In.
"Heavy Rain" Factor
Rainfalf in Excess of Evaporation --------••---•----•-
7.0 In,
Additional Water Usage: --- ....... -••••-----.-
0
Additional Drainage Area: ----------------••--.-
0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
(YIN) ------------
Y
Does Operator Went Emergency Spillway?
(YIN) ------------
N
Was This Design Built Prior to 9196?
(YIN) ------------
Y
Is Drain Tile Req'd to Lower SHWT?
(YIN) ------------
N
Seasonal High Water Table Elev:----------------•
0.00
Freeboard: ...... • ....•.•.•
1.0
Ft.
Emergency Spillway Flow Depth:
Side Slopes: ...........................
3
:1 (H:V)
0.0
D.0
Top of Dike Elevation: ---•••---••-
Depth
102.80
Ft.
Finished Bottom Elevation: ...........
9.86 Ft.
93.00
Ft.
Start Pump Elevation: ---- •-----••
20.64 In.
101.14-
Ft.
Stop Pump Elevation: ...... -- ... --••••
33.84 In.
100.04
Ft.
.L, AGQQt VOLVME
REQUIRED VOL;
DESIGN VOLUMES
_O REQ'P�
Storm Stor =
25298 (Cu.Ft.)
25,484
(Cu.Ft.)
100.74%
Temporary =
0 (Cu,FL)
36,752
(Cu,Ft.)
Permanent =
175500 (Cu.Ft.
�200,798
175,679
(Cu.Ft.)
100.10%
Total Volume =
(Cu.Ft.)
_____ _ _ _
237,916
_...._- _
(Cu.Ft,)
.. _ _
118.49%
—.__1/2 Treatment Volume-= —
87,750
(CuT,)
112 Treatment Volume Elevation:;;
98.19
Ft.
Min. Required Liner Thickness ------ -- -----
Lagoon Surface Area: (Inside TOD)---•••- -•-
1.5 Ft.
40,476 S.F.
Murphy -Brown, CLC EngIncering A 0. Rox 866,Warsmv, NC 28398 [phone]

{ urower dlana rarm t_agoon 2A & 213 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Will, NC 28458 Date: 12/23/08
County: Duplin Sheet 2 of 12
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: ICu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area LE)
Incr. Vol. (Cu. FT l
Cumui__Vol. Cu. FT
93.00
15,434
0
94.00
20,052
17,743
17,743
95.00
22,378
21,215
38,958
96.00
24,170
23,274
62,232
97,00
26,038
25,104
87,336
98.00
27,982
27,010
114,346
99.00
29,989
28,986
143,332
100.00
32,057
31,023
174,355
101.00
34,186
33,122
207,476
102,00
36,604
35,395
242,871
102.86
40,476
33,144
276,015
These volumes were calculated usinq the vertical average end area method.
TOTAL READ VOL
_..___..._.END
200,798
CF_
CUMULATIVE-"VOL. -
ZONE VOL. 118,49%
PUMP = _ _ =
100.04
FT
176,679 CF TR'M'f
175,679v`^ 100.10%
START PUMP = =
101.14
FT
212.,431 CF TEMP
36,752
MAX STORAGE =
101.86
FT
237,916 CF STORM
25,484 100.74%
Murphy-Bnm-n, LLC Cngineering P O. Box 856 ,Warsaw, NC 28398 [phone]

i7rower: 131am arm Lagoon 2A 9 28 resigned y: XIBW
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date:/2123/08
County: Duplin Sheet 3 of 12
ANAEROBIC WASTE LAGOON DESIGN 2rtd STAGE
FARM INFORMATION
Farm Population;
Nursery:
......
0
Wean to Finish:
------------ --
0
Finishing:
- ---- - _
1300 Hd.
Farrow to weanling:
.......................
0
Farrow to feeder:
••--- ..... —........
0
Farrow to finish:
----- - -
0
Boars:
-....----------------
0
Storage Period;
- -- --- --
180 Days
25 Yr.124 Hr Storm Event
-- —-------•--
7.5 In.
"Heavy Rain" Factor
0
Rainfall in Excess of Evaporation
------------ ......
7 In.
Additional Water Usage:
--•••.................
0
Additional Drainage Area:
--- --------------
40,476 S.F.
LAGOON INFORMATI.ON
Is Lagoon Designed as an Irregular Shape?
(YIN) ------------
Y
Does Operator Want Emergency Spillway?
(Y/N)------------
N
Was This Design Built Prior to 9/96?
(Y/N)----- ------
Y
Is Drain Tile Req'd to Lower SHWT?
(Y/N)------------
N
Seasonai High Water Table Elev: ---•-------• -
0,00
Freeboard: -
-
1.0
Ft.
Emergency Spillway Flow Depth:
0.3
Ft,
SideSlopes: -
3
:1 (H:V)
0.0
0.0
Top of Dike Elevation: - - -
Depth
100.62
Ft.
Finished Bottom Elevation: -•- -
10.62
Ft.
90.00
Ft.
Start Pump Elevation: --------- -
31.68
In,
97.98
Ft.
Slop Pump Elevation: -
75.36
In.
94.34
Ft.
.LAGOON VD ~MINE _ RE QUI EQ V _L,
DESIGN VOLUMES
Storm Star = 45261 (Cu.Ft.)
45,470
(Cu,Ft.)
100,46%
Temporary e 85102 (Cu.Ft.)
85,287
(Cu,171.)
100.22%
= 0 (Cu.Ft.)
54,086
(Cu.Ft.)
_Permanent _ — 130,363 (Cu.Ft.)
Total Volume
184,843
(Cu.Ft.)
141.79%
63.11
In.
µ� 90 Temtorary 5tor2e Volume Elevation =
95.36
Ft.
Min. Required Liner Thickness --•---------------
1.6
Ft.
Lagoon Surface Area, (Inside TOD) -- -••-- -
31,942
S.F.
Murphy -Brown, LLC Fnglneering P 0 Box 856. Welsew, NG 28398 [phone]

.-
Grower: Bland -Farm Lagoon
Address: PO Box 759
Rose Hill, NC 28458
County: Duplin
7esigned by: KBW
Checked By, DSE
Date: 12/23/01
Sheet 4 of 12
ACTUAL DESIGN
VOLUME CALCULATIONS
BASE VOLUME:
Cu. Ft,
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area SF Incr. VQI, (Cu. FT)
Cumul. Vol. (Cu. FT)
90.00
1,737
0
91.00
6,675
4,206
4,206
92.00
12,890
9,783
13,989
93.00
16,761
14,826
28,814
94,00
19,680
18,221
47,035
95.00
21,797
2C,739
67,773
96.00
23,292
22,545
90,318
97.00
24,740
24,016
114,334
98.00
26,361
25,551
139,884
99.00
27,946
27,153
167,037
100.00
29,494
28,720
196,757
100,62
31,942
19,045
214,802
These volumes were calculated using the vertical average end area method.
TOTAL Ri=QD VOL
296,422
CF
CUMULATIVE VOL.
ZONE VOL. 141,79%
ENE) PUMPMP�_=..-.~..�-94.34�
�. FT -
_
�-_54,0$6 . CF TR'MT
_._�.......�..�,
..,.��. 54,086
START PUMP = -
97.98
FT
139,373 CF TEMP
$5,287 100,22%
MAX STORAGE =
99.62
FT
184,$43 CF STORM
45,470 100.4$%
Murphy -Brown, UC Engineering RO Box 8580arsaw, NC 28390
MfO) 293-3434

Grower: gland Farm Lagoon 2A 28 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 12/23/08
County: Duplin Sheet 5 of 12
MINIMUM REQUIRED VOLUME CALCULATIONS 1st STAGE
Permanent Stora e: !_—_.e
Required Treatment Volume:
[A-nlmal Type Capacity W (cu. t-1 B7= ota
Nursery _
0
30
1.00
0
Wean to Finish
0
115
1.00
_
0
Finishing_,
1,300
135
1.00
175,500
Farrow to weaniing
0
433
1.00
0
Farrow to feeder
0
527.
1.00
0
Farrow to finish
_
w 0
1,417
ry 1.00�
0
_....M _.
Boars
0
400
1.00
1-
Total Required Treatment Volume (cu. ft.)= 176,500
Sludge Storp Volume:
nima pe �� Capacity AL "ru. 6L f otaI
Nursery
0
0.00
0
_
Wean to Finish
_
0_
_3_0
115
0.00
� 0
Finishing
1,300
�135
0,00
0
Farrow to weaniing
0
;� 433
0.00
~W 0
Farrow to feeder
0
5?_2_
0.00
0
Farrow to finish
0
_
1,417
0.00
0
Boars
0
400
h_.__. 0,00�
0
i otai Required studgo Storage Votllme (cu, ft,)= 0
Storm Storage:
Vol.=(Lagoon Surf. Area + Addl'I Drainage Area) ' 25Yr./241-1r. Storm(in) 112in.fft.
Vol,= 00476 sq.ft + 0 sq.ft.) " 7.5 in. 112 1n,/ft.
Total Required Volume for 25Yr.124Hr. Storm Event (cu.ft)= 25,208
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) • "Heavy Rain" Factor (in) / 12in.lft
Vol.= (40476 sq.ft. + 0 sq.ft.) " 0.0 in. '12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) 0
(for Extended Periods of Chronic Rainfall)
Total Required Storm Storage
(25Yr, 124FIr. Storm +'Heavy Rain')= 25,298 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 175,500 (CU.FT)
TOTAL REQUIRED 1st STAGE VOLUME = 200798 (CU.FT.)

Grower: Bland Farm lagoon 2A & 2B
Designed By: KBW
Address: PO Sox 759
Checked By: DSE
Rose Hill, NC 28458
Date: 12123/08
County: Duplin
Sheet 6 of 12
Temnorary Storage Volume:
Manure Production:
pima Type
Total Manure Production (gals.)=
_�
Total
Manure Production (cu,ft.)=
42,668
Excess Fresh Water:
Total Fresh Water Excess (gals.)=
0
Total Fresh Water Excess (cu.ft.)=
0
Murphy -Brown, LLC; t-»ginearing
f).0. Box 866, Wersaw NC 283gf�
(910) 293-343
ate" �erio ota
Nursery _ D 180 0.30 0
Wean to Finish
0
180
1.17
0
Finishing
1,300
� 180
1.37
- 32D,580
Farrow to weanling
0
� 180
4,3�J
0
Farrow to feeder
Q
18D
5.3D
Q
Farrow too finish
184
14.38
D
180
4,06
- 0
nima YPe c_`.'.
Nursery 0 180 0.00 0
Nursery
180
OAa_
._..._..._...�.a
Finishln
1,300
� 180
_0.00
0
Farrow to weanling
0
180
U.40_
0
Farrow to
p
_
180
0 QUO
0
Farrow to finish
Boars
0
0
180
1$0
0.00
O.OU
0

Grower: Bland Farm Lagoon 2A 3 2B Designed By: KBW
Address: PO Box 759 Checked By: DSE
I Rose Hill, NC 26458 Date: 12/23/08
1 County: Dunlin Sheet 7 of 12
Temporary Storage Volume: lCont.
Rainfall In Excess of Evaporation:
Voi.=(Lagoon Surface Area 1 st + Lagoon Area 2nd + Additional Drainage Area) * Rainfall / 121n./ft
Vol.= (40476 sq.ft, + 31942 sq.ft. + 0 sq.ft.) * 7.0 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 42,244
Storm Storage: f
Vol,=(Lagoon Surface Area 1 st + Lagoon Area 2nd + Additional Drainage Area " 25Yr./24Hr Storm(ln.)112inJ
Vol.= (40476 sq.ft + 31042 sq.ft. + 0 sq.ft.) ` 0.0 in,
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)= 45,261
"Heavy Rain" Storage:
Vol.=(Lagoon Surface Area 1 st + Lagoon Area 2nd + Additional Drainage Area) " Heavy Rain Factor(in) / 121n.
Vol.= (40476 sq.ft + 31942 sq.ft. + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (tuft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0
Total Required Storm Storage
(25Yr. J 241-Ir. Storm +'Heavy Rain')= 45,261 (CU,FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Stores 85,102 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 0 (CU.FT)
TOTAL REQUIRED 2nd STAGE VOLUME = 130363 (CU.FT.)
856, W.:rsaw
01

Grower: Bland Farm Lagoon
Address: PO Box 759
Rose Hill, NC 28468
LAGO__�DESIGN SUMMARY 1st STANCE
Designed By: KBW
Checked By. DSE
Date: 12/23/08
Sheet 8 of 12
Top of Dike Elevation ------------•-----
102.88
FT.
Emergency Spillway Crest Elevation --•----••---••••------
Not AFApplicabie
Top of 25Yr./24Hr. Storm Storage --------------
101.86
FT.
Top of "Heavy Rain" Storage ---------
Not
Applicable
Start Pump Elevation _._......__...-_..
101.14
FT,
End Pump Elevation ----------••--------
100.04
FT.
Top of Sludge Storage ------ --- - -• --
Not
Applicable
Seasonal High Wateriable Elev. ---. •----------••---
0,00
Finished Bottom Elevation ---------------- •--
93.00
FT.
Inside Top Length --•-- ...............
Not
Applicable
Inside Top Width ............... I--
Not
Applicable
Side Slopes --------------------
3.0:1
H:V
Lagoon Surface Area ---------
40,476
SF
Min. Liner Thickness (if required) -----•----
1.5
FT.
Freeboard Depth ......
1.00
FT.
Temporary Storage Period ............
180
Days
Zone Deaths:
TOTAL DESIGN VOLUME = 237916 (CU.FT.)
Treatment / Sludge Storage Zone Depth - 7.0 FT,
Temporary Storage Zone Depth 1.1 FT.
Freeboard / Storm Storage Zone Depth -• 1.7 FT.
_-._ .._—._-.._..-...........__........__.._. _ _._.._...___ ..._....-.---_..
Total Lagoon Depth ••• •- 9.9 FT
0. Box 858, Warsaw NC 26398

Grower: Bland Farm Lagoon 2A & 2B Designed By: KBW
Address: PO Box 769 Checked By: DSE
Rose Hill, NC 28458 Date: 12/21108
County: Duplin Sheet 9 of 12
LAGOON DESIGN SUMMARY 2nd STAGE
Top of Dike Elevation -____----- -.......
100.62
FT.
Emergency Spillway Crest Elevation ._ .............
Not
Applicable
Top of 25Yr, ! 241-11r. Storm Storage - ---••-------•
99.62
FT.
-fop of "Heavy Rain" Storage -•------------------
Not
Applicable
Start Pump Elevation ------•••••-----------
97.98
FT.
End Pump Elevation -----------------
94.34
FT.
Top of Sludge Storage - - -- --
Not
Applicable
Seasonal High Watertable Elev.-••----•----- --
0.00
Finished Bottom Elevation -----------------••-
90,00
FT.
Inside Top Length _..____.__.__..-.._..__
Not
Applicable
Inside Top Width ----••--••------•— -
Not
Applicable
Side Slopes - ----- --
3.0:1
KV
Lagoon Surface Area ---•------•--••
31,942
SF
Min, Liner Thickness (if required) -•-•--------- -
1.6
FT.
Freeboard Depth ............
1.00
FT,
Temporary Storage Period - -
180
Days
TOTAL_ DESIGN VOLUME = 184843 (CU.FT.)
Y
3-2n
Zone Depths:
Treatment 1 Sludge Storage Zone Depth ----------- 4.3 FT.
Temporary Storage Zone Depth ----------- 3.6 FT.
Freeboard / Storm Storage Zone Depth :.'-•:�:.. _.._...._._..__.....-,., ._ 2.6 FT.
._,.•.� ._.--__....�. _... ........... Total Lagoon Depth 10.6 FT.

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2A&M
Address: PO Box 759
Rose Hill, NC 28458
Designed By: KBW
Checked By: DSE
Date: 12/23/08
Sheet 12 of 12
This livestock waste treatment lagoon is designed in accordance with the North Carolina
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 ��'•1? = s'
DESIGNED: ,
DATE: /Z,3 Q�
COMMENTS: The lagoon has been designed as an irregular shape.
This design is update of start and stop pump elevations and to show the 112
treatment volurne level for sludge storage, This design dogs not supersede the
original certification of the farm.
LLC Engineering P.0, Box 056, Warsaw NC 28395
0)

r.�'
FARM NAME:.__, BAZ LAGOON #1
# OF ANI MALS
FINISHER 1Q1g
NURSERY �0
SOWS 0
%1*1 v
[SATE: 12/30/97
DONE BY: WGS
OF
STORAGE VOL
REQUIRED
ACTUAL
REQUIRED
DEPTH
TREATMENT =
_ 137025 ____._....._
137025 .
100.00%
6,43
STORM = 25297_--
25297
100000%
0.74
TEMPORARY =
_ _..._ 57073
57789 ;
101.26%
1.88
TOTAL USEABLE VOL=..___...__..219395
.___.. 220111
100.33'%
9.04
DAYS OF TEMPORARY STORAGE: 182
DEPTH OF SLUDGE
NOTE: THE ACTUAL VOLUMES DISPLAYED ON THIS SHEET ARE CALCULATED
USING THE AREAS OF THE CONTOURS CREATED ON ONE FOOT INTERVALS,
THE TOTAL VOLUME CALCULATED USING DCA = 220671
&100801090565

FARM NAME: BAZ LAGOON #2
# OF ANIMALS DONE BY: WGS
FINISHER 742
NURSERY0
SOWS __.._...__._.___..„_...p
STORAGE VOL
TREATMENT
STORM
TEMPORARY =
TOTAL. USEABLE VOL =
% OF
REQUIRED
ACTUAL
REQUIRED
DEPTH
100170
100170
" 100.006/o
6.01
19964
19964
: 100.00%
0.71
_�.__...
__._43095
43296
1 B3229
163430
100.12%
8.39
DAYS OF TEMPORARY STORAGE: 161
DEPTH OF SLUDGE
NOTE: THE ACTUAL VOLUMES DISPLAYED ON THIS SHEET ARE CALCULATED
USING THE AREAS OF THE CONTOURS CREATED ON ONE FOOT INTERVALS.
THE TOTAL VOLUME CALCULATED USING DCA = 163944
MODBO1090566

3 1 - 3 s9
OPERATION & MAINTENANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially
important to manage levels so that you do not have problems during extended rainy and
wet periods.
Maximum storage capacity should be available in the lagoon for periods when the
receiving crop is dormant (such as wintertime for bermudagrass) or when there are
extended rainy sells such as the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste rnana*ement plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for future wet
periods, In the late summer/early fall the lagoon should be pumped down to the low
marker (see Figure 2-1) to allow for winter storage, Every effort should be made to
maintain the lagoon close to the minimum Iiquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to
irrigate does not leave room for storing excess water during extended wet periods,
Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of
state law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam.
Fescue or common bermudagrass are the most common vegetative
covers. The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-10-10, or
equivalent,
Brush and trees on the embankment must be controlled, This may be
done by mowing, spraying, grazing, chopping, or a combination of
these practices. This should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter
the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating
the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of
the lagoon and at least monthly and after major rainfall and storm events, Items to be
checked should include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes ---look for;
1, separation of joints
2, cracks or breaks
3, accumulation of salts or minerals
4, overall condition of pipes

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

Identified problems should be corrected promptly. It is advisable to inspect your system
during or imrr,ediately 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 haw much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work), Knowing this should help in
planning irrigation applications and storage, If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
I. Immediately after oonstruetion 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.
�. 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).
S. 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 oacour at least two weeks prior to the
addition of wastewater.
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,
1<. oadinga
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 we11,

Management;
Practice water conservation ---minimize building water usage and
spillage from leaking waterers, broken pipes Ond washdown through
proper maintenance and water conservation.
Minimize feed wastage and spillage b� keeping feeders adjusted, This
reduce the amount of solids entering the lagoon
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the
rnirtimum liquid Ievel and the maximum liquid lever (Figure 2-1),
5tat-t irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irrigate in the late summer/early fall to provide maximum lagoon
storage for the winter.
The lagoon liquid level should never be closer than 1 foot to the lowest
point of the dam or embankment,
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon.
FrNuently 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,

groper lagoon sizing,
rnechanical 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 Iong term will:
• more nutrients,
more odor, and
• more land to properly use the nutrients.
Removal techniques:
ire custom applicator,
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
.,orageland; mix-emzining sludge; pump into liquid sludge applicator; haul
and spread onto cropland or forageland; and soil incorporate.
Dwwater 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 juke, 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 there nutrients as well as any previous waste applications to that field and crop
requirennent, 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
in`act. If you see sail 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
passible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus
and metal levels, as indicated by a soil test, and incorporated to reduce the chance of
erosion. Note that if the sludge is applied to fields with very high soil -test phosphores, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other condNons which
could increase the concern of neighbors,

Possible Causes 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.