820275_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 82-0275 Certificate Of Coverage Number: AWS820275
2. Facility Name: Double J Hog Farm �.
3. Landowner's Name (same as on the Waste Management Plan):
4. Landowner's Mailing Address: 1283 Goshen CH Rd
City: Faison State: NC
Telephone Number: 910-594-0828 Ext. E-mail:
5_ Facility's Physical Address: 1487 Goshen Church Rd
City: Faison State:
6. County where Facility is located: Sampson
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): Christopher Lee Hobbs
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Feeder to Finish
Operation Types:
Swine
Cattle
Wean to Finish
Dairy Calf
Wean to Feeder
Dairy Heifer
Farrow to Finish
Milk Cow
Feeder to Finish
Dry Cow
Farrow to Wean
Beef Stocker Calf
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Gilts
Other
Other
NC
Christopher Lee Hobbs
910-590-4479 Ext.
Murphy -Brown LLC
Phone No.: 910-590-4479
Chris Hobbs
Zip: 28341
Zip: 28341
OIC #: 994942
Allowable Count
3,720
Dry Poultry
Other Types
Non Laying Chickens
Horses - Horses
Laying Chickens
Horses - Other
Pullets
Sheep- Sheep
Turkeys
Sheep - Other
Turkey Pullet
Wet Poultry
Non Laying Pullet
Layers
UV*"P" Quality
I- - iectfti'lIl

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1
/7Qf�
e
Ss 140
Gr(.7a01
19.00
19.50
df.1-I50
2
1/1/1991
C
��Z ��
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]
R
APR Q 'y 2019
W r Quallty
0172110leralrolls S600,

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be byLaj principal executive officer of the corporation):
%
Name: �e•f `�ttJJ14� TI < ' " a r r e' I f Title:
Signature: / ` l' ► "-"' ` "'"l, Date:
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
APR 0 3 2019
>R@Qif;,rr�i Q� oubiify
r"Onts isftlion
FORM: RENEWAL -STATE GENERAL 02/2019

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
I
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1
19.00
1
66,211.00
24.00
2
1/1/1991
41,382.00
19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

�--- Nutrient Management Plan For Animal Waste Utilization
09-01-2015
This plan has been prepared for:
This plan
Double JHog Z��eahas been developed by:
Chris Hobbs s 6Y)Greer Moore
1858 Wilson Road Clear Run Farms Consulting Services
Clinton, NC 28328 P4Box3 Ha28444
(916
EI:
Type of Plan: Nitrogen Only wiLeveloper Signature
th Manur
e Only
Owner/Manager/Prodwer Agreement
I (we) understand and agree to the specifications and
Procedures established in this nutrient management plan which
waste utilization plan for the farm named the operation and maintenance
Required Specifications concerning animal waste ich includes an animal
above. I have read and understand the
this plan, management that are included with
Signature (owner)
C�n Date
L
Sign r (manager or producer)
This plan meets the minimums standards ands ate
Agriculture -Natural Resources C specifications of the U.S. De
on
adopted by the Soil and Water Co el'vation Sernce or the standard of practices
t of
j Commission.
Plan Approved By:
866901 Database Version 3.1 _
Date Printed: 09-01-2015 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7 Swine Feeder -Finish Lagoon Liquid waste generated 3,448,440 gals/year by a 3,720
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
7943
Incorporated
13640
Injected
15022
Irrigated
8633
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
8,633
9883
-1,250
3,947,500
-499,060
Year 2
8,633
11364
-2,731
4,539,056
-11090,616
---- --------- ---- ---- ------------------------ --- _-------- -- --- -------------- -
Note: In source ID, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
866801 Database Version 3.1 Date Printed: 09-01-2015 Source Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where avai lab le.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
DJ
Fl
44.50
44.50
N/A
Norfolk
Com, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
DJ
F2
12.46
12.46
N/A
Norfolk
Corn, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
PLAN TOTALS: 56.96 56.96
LI
Potential Leaching
Technical Guidance
< 2
1 Aiw potential to contribute to soluble
None
nutrient leaching below the root zone.
>= 2 &
Moderate potential to contribute to
Nutrient Management (590) should be planned.
<— 10
soluble nutrient leaching below the root
zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve
nutrient leaching below the root zone.
the soi is available water holding capacity and improve nutrient use efficiency should be
> 10
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
866801 Database Version 3.1 Date Printed 9/l/2015
PCs Page 1 of I
NOTE: Symbol * means user entered data.

c �
The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table
Year t
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
APpfiG
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Cantu
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/p
Tons
1000 gals
tons
DJ
Fl
S7
Norfolk
44.50
44.50
Corn, Grain
115 bu.
2/15-6/30
131
0
20
brig.
111
44.34
0.00
1,973.04
0.00
DJ
171
S7
Norfolk
44.50
44.50
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
brig.
63
24.97
0.00
1,110.95
0.0
DJ
F2
S7
Norfolk
12.461
12.46
Com, Grain
115 bu.
2/15-6/30
131
0 1
20
brig.
ill
44.34
0.00
552.45
0.0
DJ
F2
S7
Norfolk
12.46
12.461
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
brig.
63
24.97
0-00
311.06
0.0
Total Applied,
1000 gallons
3,947.50
Total Produced, 1000 gallons
3,448.44
Balance, 1000 gallons
-499.06
Total Applied, tons
0.0
Total Produced, tons
0.0
Balance, tons
0.0
Notes: 1. In the tract column, — symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
866801 Database Version 3.1 Date Printed: 9/1/2015 WUT Page l of 2

WActe iTtili3: _m TahlP
Tract
Field
Source
ID
I Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Cantu
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure .
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
DJ
Fl
S7
orfolk
44.50
44.50
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
brig.
63
24.97
0-00
1,110.95
0.0
DJ
Fl
S7
Norfolk
44.50
44.50
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
Irrig.
137
54.72
0.00
2,435.19
0.0
DJ
F2
S7
NorFolk
12.46
12.46
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
brig.
63
24.97
0.00
311.06
0.00
DJ
F2
S7
Norfolk
12.46
12.46
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
brig.
137
54.72
0.0
681.85
0.00
Total Applied,
1000 gallons
4,539.06
Total Produced, 1000 gallons
3,448.44
Balance, 1000 gallons
-1,090.62
Total Applied, tons
0.0
Total Produced, tons
0.0
Balance, tons
0.00
Notes: 1. In the tract column, — symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
�4sOiw
G G�+-L G(JG LL<Dr-✓-(�'C �N u
866801 Database Version 3.1 Date Printed: 9/1/2015 WUT Page 2 of 2

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
DJ
FI
Norfolk
0.50
1.0
DJ
F2
iNorfolk
0.50
1.0
866801 Database Version 3.1 Date Printed 9/1/2015 IAF Page 1 of 1
NOTE: Symbol * means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
�-- sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should betaken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PAN Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150
13.16
46.64
93.27
139.91
Hay 6 ton R.Y.E.
300
26.32
23.32
46.64
69.95
Soybean 40 bu
160
14.04
43.72
87.44
131.16
. ...--------------------------------------------------------------------------------------------------------------- - ------------- ---
866801 Database Version 3.1 Date Printed: 09-01-2015 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Storage Canacity
Source Name
I Swine Feeder -Finish LpLoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
28
1
2
53
1
3
75
1
4
98
1
5
120
1
6
143
1
7
112
1
8
81
1
9
ill
1
10
110
1
11
110
1
12
109
2
1
108
2
2
110
2
3
109
2
4
172
2
5
174
2
6
180
2
7
180
2
8
180
2
9
180
2
10
149
2
11
119
2
12
88
* Available Storage Capacity is calculated as of the end of each month.
- ----------------------------------- --------------------------------------------------------------------------------
866801 Database Version 3.1 Date Printed: 09-01-2015 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
------------ ------------------------------------------------------ ----------------------------
866801 Database Version 3.1 Date Printed: 9/1/2015 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1,1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
-----------------------------------------------------------------------------------------------------------

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
----- -----------------------------------------------
`� 866801 Database Version 3.1 Date Printed: 9/1/2015 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate -determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
------------------------------------------------------------------------------------- ----------------------------------------------------------
866801 Database Version 3.1 Date Printed: 9/1/2015 Specification Page 4

Crop Notes
The following crop note applies to field(s): F1, F2
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-301bs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): FI, F2
Wheat: Coastal Plain, Mineral Soil, medium leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting
no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test report can also be applied at this time. The remaining
N should be applied during the months of February -March. The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases, insects and weeds are essential for profitable wheat production.
---------------------------------------------------------------------------------------------------- - -- - `'` 866801 Database Version 3.1 Date Printed: 09-01-2015 Crop Note Page 1 of 2

The following crop note applies to field(s): F1, F2
Double -Crop Soybeans, Coastal Plain: Mineral soil, medium leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 3 6 " rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
---------------------------------------------------- - ------ -------------------------
866801 Database Version 3.1 Date Printed: 09-01-2015 Crop Note Page 2 of 2

SIP771- 0'.

g,)-- 0..r) 6"o
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production (}`Vegetative or wooded buffers;
( ) Recommended best management
Animal body surfaces Dirty manure -covered animals
Floor surfaces Wet manure -covered floors
ood judo
ry floors
and common sense
( to floors;
( aterers located over slotted floors;
( ) Feeders at high end of solid floors;
() Scrape manure buildup from floors;
() Underfloor ventilation for drying
Manure collection pits
Urine
() Frequent manure removal by flush,pit
recharge,orscrape
Parital micorbial decomposition
(} Under loor ventilation
Ventilation exhaust fans
Volatile gases;
-rj Fan aintenance;
Dust
Efficient air movement
Indoor surfaces
Dust
( I`Washdown between groups of animals
() Feed additives;
() Feeder covers;
() Feed delivery downspout extenders to
feeder covers
Flush tanks
Agitation of recycled lagoon
( ) Flush tank covers
liquid whiles tanks are filling
( ) Extend fill lines to near bottom of
tanks with anti -siphon vents
Flush alleys
Agitation during wastewater
( ) Underfloor flush with underfloor
conveyanance
ventilation
Pit recharge points
Agitation of recycled lagoon
() Extend rechard lines to near bottom of
liquid while pits are filling
pits with anti -siphon vents
Lift stations
Agitation during sump tank filling
( ) Sump tank covers
and drawdown
Outside drain collection Agitation during wastewater
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater
Lagoon surfaces Volatile gas emissions
Biological mixing
Agitation
Irrigation sprinkler nozzles High pressure agitation
Wind draft
MOC--November 11, 1996
covers
() Extend discharge point of pipes
underneath lagoon liquid level
M-Proper lagoon liquid capacity
() Correct lagoon startup procedures
() Minimum surface area -to -volume ratio
() Minimum agitation when pumping
() Mechanical aeration
() Proven, biological additives
(; Irrigate on dry days with little or no wind
() Minimum recommended operation pressure
( ) Pump intake near lagoon liquid surface
( ) Pump from second -stage lagoon

Storage tank or basin Partial microbial decomposition
() Bottom or midlevel loading
irface Mixing while filling
() Tank covers
Agitation when emptying
() Basin surface mats of solids
() Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition
() Extend drainpipe outlets underneath liquid
Mixing while filling
level
Agitation when emptying
() Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading
() Soil injection of slurry/sludges
spreader outlets Volatile gas emissions
() Wash residual manure from spreader after use
() Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying
( ) Soil infection of slurry/sludges
or sludge on field surfaces
( ) Soil incorporation within 48 hours
( ) Spread in thin uniform layers for rapid drying
(1 Proven "ological additives or oxidants
Dead animals Carcass decomposition
roper disposition of carcasses
Dead animal disposal Carcass decomposition
( ) Complete covering of carcasses in burial pits
pits
( ) Proper location/construction of disposal pits
Incinerators Incomplete combustion
( ) Secondary stack burners
Standing water around Improper drainage
( ) Grade and landscape such that water drains
facilities Microbial decomposition of
away from facilities
organic matter
Manure tracked onto public Poorly maintained access roads
(41Farm access road maintenance
-,)ads from farm access
Additional Information:
Available From:
Swine Manure Management; 0200 Rule/BMP Packet
NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet
NCSU-BAE
Swine Production Facility Manure Management: Pit Recharge --Lagoon Treatment; EBAE 128-88
NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fluse--Lagoon Treatment; EBAE 129-88
NCSU-BAE
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83
NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33
NCSU-Swine Extension
Environmental Assuranc Program: NPPC Manual
NC Pork Produces Assoc
Options for Managing Odor; a report from the Swine Odor Task Force
NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
Florida Cooperative Extension
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
(Lando r Sig -nature)
� v
AMOC--November 11, 1996

g2-zrl.,
INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
source
Cause
Site Specific Practices
(Liquid Systems)
BMP's to Minimize Odor
Flush Gutters Accumulation of solids ( Push system is designed and operated
sufficiently to remove accumulated
soilds from gutters as designed.
(1 Remove bridging of accumulated solids at
disch r
Lagoons and Pits Crusted Solids ( aintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% o surface.
Excessive Vegetative Decaying vegetation (h0aintain 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 () Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
,—_.,d Storage Accumulations of feed residues () Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes (1 Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
( ) 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).
--November 11, 1996

y Manure Handling Accumulations of animal wastes ( ) Remove spillage on a routine basis (e.g. 7-10 day
ystems interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
( ) Provide for adequate drainage around manure stockpiles.
() Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
t �
f
andowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
27695-7613.
AMIC—November 11, 1996

EMERGENCY ACTION PLAN
PHONE NUMBERS
D`vQ >ra - W4 ,r6'f f
EMERGENCY MANAGEy1ENT SYSTEM
SWCD 4A0 7r, J
MRCS t�
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.
e. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C: Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to elirrunate further discharge.
d. Repair all leaks prior to restarting pumps.
D: Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. !✓take sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
De�:eniber 18. 1996

e. Repair all leaks prior to restarting pumps.
E: Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
flowing leaks- possible action:
a. Dig a small sump or ditch away 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. crap 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 1'aaoon
bottom as soon as possible.
?. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters'?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills. or property damage'
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters'?
f. Could a future rain event cause the spill to reach surface waters"
g. Are potable water wells in danger (either on or off of the property))
h. How much reached surface waters?
3: Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality)
revional office; Phone - - . After hours, emergency number: 919-733-394 .
Your phone call should include: your name. facility, telephone number, the details
of the incident from item ? above, the exact location of the facility, the location or
direction of movement of the spill, weather and wind conditions. The corrective
measures that have been under taken, and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EivIS Phone number
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number - - local SWCD office phone number - -
and local NRCS office for advice/technical assistance phone number - -
4: If none of the above works call 911 or the Sheriffs Department and explain your
problem to them and ask that person to contact the proper agencies for you.
5: Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:.
2 December IS', ! 99h

6: Contact the technical specialist who certified the lagoon (ARCS. Consulting?
Engineer. etc.)
�-- a. Name: C l.xYsa�
b. Rhone: ion gd-
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.
December IS. 1996

Version —November 26, 2018
Mortality Management Methods Q -,2 '),s-
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should beat least one foot above the seasonal
high water table. Attach burial location map and plan.
aLandfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rercering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
DA 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. 106-649.70).
Q❑ Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
r J ,V)k
Signatu a of Farm Owner/Manager
Signature of Technical Specialist
Date
Date

,erator:JERRY HARRELL County: SAMPSON Date:
10/08/96
Distance to nearest residence (other than owner): >1500
feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. =
0 lbs
0 sows (farrow to feeder) x 522 lbs. =
0 lbs
1280 head (finishing only) x 135 lbs. =
172800 lbs
0 sows (farrow to wean) x 433 lbs. =
0 lbs
0 head (wean to feeder) x 30 lbs. =
0 lbs
Describe other
0
Total Average Live Weight =
172800 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 172800 lbs. ALW x Treatment Volume(CF)/lb.
ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 172800 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
SLUDGE STORAGE NOT
COMPUTED AT
Volume = 0.0 cubic feet LANDOWNER REQUEST,
SLUDGE TO BE
REMOVED AS NEEDED
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 150.0
Inside top width (feet)---------------------- 275.0
Top of dike elevation (feet)----------------- 98.0
Bottom of lagoon elevation (feet)------------ 86.0
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 3.0 144.0 269.0 11.0
AREA OF TOP
LENGTH * WIDTH =
144.0 269.0 38736 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
78.0 203.0 15834 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
111.0 236.0 104784 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
38736.0 104784.0 15834.0 1.8
Total Designed Volume Availgble = 292149 CU. FT.

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
150.0 275.0 41250.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 41250.0 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 = 172800 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 315648 gals. or 42198.9 cubic feet
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 *
Volume = 0.0 cubic feet
180 days storage/7.48 gallons
per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 24062.5 cubic feet

Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 25781.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
42199
cubic
feet
5B.
0
cubic
feet
5C.
24063
cubic
feet
5D.
25781
cubic
feet
TOTAL 92043 cubic feet
6. SUMMARY
Temporary storage period====================>
180
days
Rainfall in excess of evaporation===========>
7.0
inches
25 year - 24 hour rainfall==================>
7.5
inches
Freeboard===================================>
1.0
feet
Side slopes===----------------------------- >
3.0
• 1
Inside top length===========================>
150.0
feet
Inside top width============================>
275.0
feet
Top of dike elevation=======================>
98.0
feet
Bottom of lagoon elevation==================>
86.0
feet
Total required volume=======================>
264843
cu. ft.
Actual design volume========================>
292149
cu. ft.
Seasonal high watertable elevation (SHWT)===>
96.3
feet
Stop pumping elev.__________________________>
93.6
feet
Must be > or = to the SHWT elev.==========>
96.3
feet
Must be > or = to min. req. treatment el.=>
92.0
feet
Required minimum treatment volume===========>
172800
cu. ft.
Volume at stop pumping elevation============>
172764
cu. ft.
Start pumping elev._________________________>
96.3
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
266368
cu. ft.
Volume at start pumping elevation===========>
265637
cu. ft.
Required volume to be pumped================>
66261
cu. ft.
Actual volume planned to be pumped==========>
92873
cu. ft.
Min. thickness of soil liner when required==>
1.8
feet
7. DESIGNED BY: AGRIMENT SERVICES INC. APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

A-10RE-'f". 'Giddor; vi I I�., tzc
1 N'TRODUC:T I ON: � r
perry Harre I I , p I ans Lo construct a 24c J trj r, i ng at i on on a
f arm r n the i —z4 Common i -t.y <G i dde.n:�v i 1 1 c-} . He p I ans to
pump -t:he eff I Den 7-n rap i and.
OWNER REQUEST NO SLUDGE STRRAGE . SLUDGE �W I Li__ BE REMOVED A3 NEEDED".
SITE CONDITION
The site is Iocated on Lynchburg and Wagra;r, soi! t;,aP are moderately
I op i ng , The n e a r e-3t dwco I i i ng i s 22-40 f e.t j w a y .
TYPE AND SIZE
OF OPERATION
CLAS S
o p p i i'tg <2480)
I i I
DESIGNED BY Herman Riggs
DATE 12/18/90
APPROVED BY ' j" .,JL -,4 . ,�*...e•.._
DATE I'q 201 qa
PERMANENT STORAGE
2480 Hogs x 135 Ibs per hog 1 Cu Ft per lb.
TEMPORARY STORAGE
334300 1 bs of animal x 1 .35 cu. ft. of waste per day
per 1000 Ibs of animal wt. x 180 days
RAINFALL LESS EVAPORATION
7" X 65670 sq. ft. surface area per 12"per ft
RAINFALL — 25 YR. 1 DAY STORM
7" X 65670 sq. ft. of surface area per 12" per ft.
DESIGN STORAGE NEEDED ---------------------------------------
(PEP,MANENT STORAGE + TEMPORARY STORAGE + RAINFALL)
DESIGN STORAGE AVAILABLE ---------------------------------------
TOTAL STORAGE -----------------------------------------------
(PERMANENT STORAGE + TEMPORARY STORAGE + RAINFALL + 225 YR)
334800 Cu Ft
81356 Cu Ft
38308 Cu Ft
38308 Cu Ft
454464 Cu Ft
16832 Cu Yds
455160 Cu Ft
16853 Cu Yds
492771 Cu Ft
18251 Cu Ft

"I AME : JET-,'RY H/' RREL L
HINIMUM LAND ARL.A PJEF:UFD i t�F'
;".,MALL GRAIN
7_2
ACRES
I_,i iRN
47
ACRES
GRAZED FESCUE
35
ALLRES
!=��'AZED TlFTON44
25
ACRE =
CONTROLLED GRAZING
COASTAL BERMUDAGRA�; S
22
A: --RE:=;
HA.YLAND
18
ACRES
BEFORE. ANY EFFLUENT IS APPLIED TO THE L ?," vND 1" SH d-ILLS BE ANALYZED
TO DETERMINE THE E;ACT NUTRIENT CONTENT. THE N'--Dh LABORATORY
IN RALEIGH IS MAKING SOME TEST ON A LIMITED BASIS. YOU SHOULD
CONTACT.
AGRONOMIC SERVICES DIVISION
NCDA, BLUE RIDGE ROAD CENTER
RALE I GH N.C. 2761 1
PHONE: [phone]
"EN APPLYING THE EFFLUENT TO CROPLAND IT _SHOULD BE DISK AND A
AVER CROP SEEDED OR A ROW CROP PLAN- ED TO PREVElJT EROSION.
SOME OF THE EFFLUENT COULD BE USED FOR IRRIGATION PURPOSES
DURING THE GROWING ;SEASON.
BEGIN PUMPING THE EFFLUENT WHEN INVERT OF OUTLET PIPES
THE FLUID LEVEL REACHES ELEV. 48.0
i_30 NO"f LOWER THE FLUID ANY
LOWER THAN FOUR FEET BELOW OUTLET PIPE
FOR YOUR INFORMATION:
---------------------
LAND APPLICATION OF EFFLUENT IS EASED ON THE TEMPORARY STORAGE
AND RAINFALL IN 180 DAYS.
TEMPORARY STORAGE = 608546 GALLONS
RAINFALL LESS EVAPORATION — 286540 GALLONS
TOTAL No. OF GALLONS TO BE
PUMPED IN 1€30 DAYS =
XAMPLE>
895086 GALLONS'
----------------------------
27,15 GALLONS !,ACRE INCH
895086 GALLONS
33 ACRE INCHES

NAME : _;E.PRY HAPPELL
::1EE:D I NG SPEC I F" I UAT I ON_;
,EA 10 BE SEEDED AC:.
APPLY THE FOLLOWING
''000 LBS.10-10-10 FEPTILILEi?
4 TONS DOLOMITIC LIMESTONE
120 BALES SMALL 'u'r:A L rRAW
USE THE SEED MIXTURE
INDICATED
( >
100
LBS'.
FESCUE �-IRA.S'S
( >
70
LBS.
OAT;'
( i
100
LBS.
BAHIA GRASS
C >
8
LBS.
WEEPING LOVE GRASS
>
24
LBS.
HULLED BEP,MUDA GRASS
C )
40
LBS.
UNHULLED BERMiIDA GRASS
( )
0
LBS.
RYE (GRAIN)
DIVERT ALL WATER TO A STABLE OUTLET
THE NEAREST RESIDENCE IS 2200 FT.
T.B.M. ELEVATION 50.00
DESCRIPTION
16d nail in NW corner of tobacco barn. Nail is 2' above
ground. TBM is 30' W. of station f+0.
e

Cyr PT
EAREA OF TOP
+ AREA
OF bf-) ; ' T:', ; 1 ,. „RLA �lE'= h11;:;�;� �::? I l;tN:J
..-
------------------
o
r7
C)EPTH
E L k
W +
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U. S. DEPARTMENT OF AGRICULTURE NC-ENG-
Soil Conservation Service 5/83
LOCATION CODE 2070
PLAN OF EXCAVATED WASTE STORAGE POND
NAMEJoczyHarrell . ACP U DATE / a 0a DISTRICTJ�:s�r:.
330 LEMGTH
``
,
V DE SLOPE .3 TO 1
a` o° -•
;
50 AVE. TOP ELEV.
�c�`
MID
AVE. action Ej.1V. /
,LENGTH
Volume - depth Earea of top) + (area of bottom) + (4 x area midsectioa�
Use of facility Swine Waste
Capacity _ 895,086
Gallons
Volume Cost -sharing Cu. Ft.
Soil type _ Lynchbura & Wagram
B. M. description 16d N it in NW corner
of tobacco barn. Nail is 2 foot above
ground. 30 feet W,of station F+O.
Assume _ Elev. 50.0
SUMMARY
Bottom
Elev. 38
Normal liquid level
Elev. 48
Storage for normal precip.(Ft) + 1
Maximum liquid level
Elev.
Storage for:
25 yr. freq. precip.
(Ft.) +
Crest-ESW
Elev.
Stage (Ft.)
+
Freeboard (Ft.)
+ 1
Top of Dam
Elev. 9a

OPERATION & MAINTENANCF- PLAN
Proper lagoon liquid management should be a year-round priority, It is es
imPortant to manage levels so that you do not have problems duringextended especially
wet perils, ded rainy and
Maximum storage capacity should be available in the lagoon for
receiving crop is dormant (such as wintertime for bermudagrass or when
extended rainy 'spells such as the thunderstormperiods when the
that at the first signs of plant growth in the later winter/ear ) there are
season in the summertime, This means
a farm waste management plan should be done whenever the land is d
receive lagoon liquid. winter/early spring, irrigation according to
Q .This will make storage space available in the lagoon for fuoture wet
Periods, In the late summer/early fall the lagoon should be pumped down
marker (see Figure 2-1) to allow for winter storage. Every effort should
lruain the lagoon close to the minimum liquid level as ]on as the to the low
Utilization plan will allow it. be made to
g weather and waste
wOdng until the lagoon has reached its maximum storage capacitybefore
irngate does not leaveroom for storing excess water during extened w Period to
Overflow from the lagoon for any reason except a 25-year, 24-hour storm
state law and subject to et Period
� penalty action, m �s a violation of
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 80p pounds per acre of 10-I0-10, 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. g
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,
checked should include, as a minimum, the following: Items to be
Waste Inlet Pies, Recycling Pipes, and Overflow PipeS --- look for-
1 • separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes

• Lagoon surface ---look for:
1 • undesirable vegetative growth
2. floating or lodged debs
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 of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
A good stand of vegetation will reduce the potential damage causedby
the lagoon dam,
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon
used to reduce the wave impacts. Y wave action. If
may be
Any of these features could lead to erosion and weakening of the dam, any of these features, you should call an appropriate expert familiar with design
construction of waste lagoons. You may need to provide a tempo fix .Yolaannd has
of a waste discharge. However, a�' if there is a threat
ea
technical expert. Any digging into a lag oen damwi solution }� should be ppreview� by the
undertaking with potentially serious consequences and should o tlbe conductesd unless
recommended by an appropriate technical expert.
• Transfer Pumps ---check I . recycling pumps for proper operation of;
2. irrigation pumps
Check for leaks
noise, or a larg, loose fittings, and overall Pump operation. An unusually loud or grinding
amount of vibration, may indicate that the pump is in need or repair o
replacement,
p' r
NOTE; Pumping systems should be ins
are not completely "su "Surprised" b peeled and operated frequently enough so that you
system maintenance at a time when your lagoon isre. YOUat its low level. This
safety time should major repairs be required. Having a n perform your pumping
to think about switching, repairing , or borrowin swill allow some
g nearly full lagoon is not the time
Your orneighbor'supumps.
lagoon is full also. You should consider maintain rig anif 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 Iot 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 inspet~t your diversion system for the following;
I adequate vegetation
2, diversion capacity
3, ridge berm height

Identified problems should be corrected promptly. It is advisable to ins
during or Immediately following a heavy rain. If technical assistance is
determine proper ,solutions, consult with appropriate experts. neededwyour system
to
You should record the level of the lagoon just prior to when rain is predicted
record the level again 4 to 6 hours after the rain (assumes there is no pum in
give You an idea of how much your lagoon level will rise with t ted' and then
(You must also be recordin; your rainfall for this to work), Know' i ill This will
planning irrigation applications and storage, If our lagoonth a certain rainfall amount
have an inflow problem from a surface water diversion ) ing this should help in
lagoon from the surrounding land, y nortrises excessively, you may
or there may be seepage into the
Lagoon Operation
Startup:
l • Immediately after construction establish a complete sod cover on bare s
surfaces to avoid erosion, soil
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 in water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume, This seeding should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH, If the pH falls below
7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
PH is between 7.5 and 8.0.
7. A dark color, lack of bubblin&, 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.

• 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 f
will reduce the amount of solids entering the lagoon ers adjusted, This
Management:
• Maintain lagoon liquid level between the the full temporary storage Ievel, the storage level and
• Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irrigate in the Iate 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 Ievel lower that the permanent storage
level unless you are removing sludge,
• Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible,
• Prevent additions of bedding materials, long-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed,
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon 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;

• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin
• minimizing feed wastage and spillage.
or
Lagoon sludge that is removed annually rather than stored lon
• have more nutrients, g term will;
• have more odor, and
require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
• Mix the sludge and lagoon Iiquid with a Cho pump through large -bore sprinkler irrigation Chopper -agitator impeller
and soil incorporate, o nearby cropland;
• 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 cro
requirement. Waste application rates will be discussed in detail in Chapter 3, p
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
stop the activity immediately and not resume until you are sure that the sludge can should
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 phos bores 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 sledge will increase the amount of odor at tho waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors,