400025_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: 40-0025 Certificate Of Coverage Number: AWS400025
2. Facility Name: Crossroads Farm
3. Landowner's Name (same as on the Waste Management Plan): Crossroads Swine LLC
4. Landowner's Mailing Address: 1033 Branch Rd
City: Winterville State: NC Zip: 28590
Telephone Number: 252-714-1056 Ext. E-mail: iaf6685(a)vahoo.com
5. Facility's Physical Address: Sr 1253
City: Stantonsburg State: NC Zip: 27883
6. County where Facility is located: Greene
7. Farm Manager's Name (if different from Landowner): Ted Allen
8. Farm Manager's telephone number (include area code): 252-714-1056 Ext.
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
10. Operator Name (OIC): Jack Jones Allen Jr. Phone No.: OIC #: 992809
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit:
Operation Types:
Operations Type Allowable Count
Swine - Wean to Finish 4,756
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 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
(C-'itry, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
CROSSROADS
6/20/1997
Limg, i/
gg
...I } 19
.,-}; g _
7`120g
1 25; 'ZI lP
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly •makes any false statement,
representation, or certification in any application may be subject to • civil 'penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: �� /'111@_ Title:
Signature: 1J Date: 3 'It '(S
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]
FORM: RENEWAL -STATE GENERAL 02/2019

ROY COOPER
Governor
MICHAEL S. REGAN
Secretory"" *'fi=
LINDA CULPEPPER NORTH CAROLINA
Director Environmental Quality
February 27, 2019
Crossroads Swine LLC
Crossroads Farm
1033 Branch Rd
Winterville, NC 28590
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at https://deq.nc.gov/about/divisions/water-resources/water-quality-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under the State Non -Discharge General Permits, you must submit an application for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Currently Covered by an
Expiring State Non -Discharge General Permit." The application form must be completed, signed and returned by April 3, 2019.
Please note that you must include one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Enclosures
cc (w/o enclosures):
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Washington Regional Office, Water Quality Regional Operations Section
Greene County Soil and Water Conservation District
AFOG Section Central Files - AWS400025
Murphy -Brown LLC
North Carofins Department of EnV'onmentrI Qual to 1 Divwn of Water Resources
D 512 N. Saiisbury St. 1 1636 Neil SeJTrvir� Center 1 Rale gh, North Caratvea 27699 1S3&
919.707 91)00

Nutrient Management Plan For Animal Waste Utilization
04-01-2019
This plan has been prepared for:
Crossroads Farm
Crossroads Swine Farm LLC
1033 Branch Rd
Winterville, NC 28590
252-714-1056
This plan has been developed by:
Eve H. Honeycutt
N C Cooperative Extension
Lenoir County Center
1791 Hwy 11/55
Kinston, NC 28504
252-527-2191
r+C
Developer
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signature (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
Technical t 'ignatu,,e
.q-j1
Date
763282 Database Version 4.1 Date Printed: 04-01-2019 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.
S75
Swine Wean -Finish Lagoon Liquid waste generated 3,690,656 gals/year by a 4,756
animal Swine Wean -Finish Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
6652
Incorporated
7983
Injected
7983
Irrigated
6652
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
6,652
12318
-5,666
6,833,547
-3,142,891
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.
763282 Database Version 4.1 Date Printed: 04-01-2019 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
3071
2
6.55
6.55
N/A
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
3071
3
1.37
1.37
N/A
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
3071
4
3.86
3.86
N/A
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
3071
5
4.14
4.14
N/A
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
3071
6
3.80
3.80
N/A
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
3071
7
3.40
3.40
N/A
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
3071
8
5.09
5.09
N/A
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
3071
HW
7.39
7.39
N/A
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
PLAN TOTALS:
35.60 35.60
LI
Potential Leaching
Technical Guidance
< 2
Low potential to contribute to soluble
nutrient leaching below the root zone.
None
>= 2 &
<= 10
Moderate potential to contribute to
soluble nutrient leaching below the root
zone.
Nutrient Management (590) should be planned.
> 10
High potential to contribute to soluble
nutrient leaching below the root zone.
Nutrient Management (590) should be planned. Other conservation practices that improve
the soils available water holding capacity and improve nutrient use efficiency should be
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
763282
Database Version 4.1 Date Printed 4/1/2019
PCS Page 1 of 1
NOTE: Symbol * means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
able
Year 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(Ibs/A)
Comm.
Fert.
Nutrient
Applied
(Ibs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
3071
2
S75
Norfolk
6.55
6.55
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
181.69
0.00
3071
2
S75
Norfolk
6.55
6.55
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
164.22
0.00
1,075.61
0.00
3071
3
S75
Norfolk
1.37
1.37
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
38.00
0.00
3071
3
S75
Norfolk
1.37
1.37
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
164.22
0.00
224.97
0.00
3071
4
S75
Norfolk
3.86
3.86
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
107.07
0.00
3071
4
S75
Norfolk
3.86
3.86
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
164.22
0.00
633.87
0.00
3071
5
S75
Norfolk
4.14
4.14
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
114.84
0.00
3071
5
S75
Norfolk
4.14
4.14
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
164.22
0.00
679.85
0.00
3071
6
S75
Norfolk
3.80
3.80
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
105.41
0.00
3071
6
S75
Norfolk
3.80
3.80
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
164.22
0.00
624.02
0.00
3071
7
S75
Norfolk
3.40
3.40
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
94.31
0.00
3071
7
S75
Norfolk
3.40
3.40
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
164.22
0.00
558.33
0.00
3071
8
S75
Norfolk
5.09
5.09
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
141.19
0.00
3071
8
S75
Norfolk
5.09
5.09
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
164.22
0.00
835.85
0.00
3071
HW
S75
Norfolk
7.39
7.39
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
204.99
0.00
3071
HW
S75
Norfolk
7.39
7.39
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
164.22
0.00
1,213.55
0.00
763282 Database Version 4.1
Date Printed: 4/1/2019
WUT Page 1 of 2

Waste Utilization Table
Year 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Apphc.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
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
Total Applied, 1000 gallons
6,833.55
Total Produced, 1000 gallons
3,690.66
Balance, 1000 gallons
-3,142.89
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
0.00
Notes: 1. In the tract column, - symbol means leased, otherwise, owned.
2. Symbol * means user entered data.
763282 Database Version 4.1 Date Printed: 4/1/2019 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)
3071
2
Norfolk
0.50
1.0
3071
3
Norfolk
0.50
1.0
3071
4
Norfolk
0.50
1.0
3071
5
Norfolk
0.50
1.0
3071
6
Norfolk
0.50
1.0
3071
7
Norfolk
0.50
1.0
3071
8
Norfolk
0.50
1.0
3071
HW
Norfolk
0.50
1.0
763282 Database Version 4.1 Date Printed 4/1/2019
NOTE: Symbol * means user entered data.
IAF 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 Wa
Source Name
Swine Wean -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days) *
1
1
87
1
2
79
1
3
180
1
4
180
1
5
180
1
6
180
1
7
180
I
8
149
1
9
119
1
10
108
1
11
98
1
12
87
* Available Storage Capacity is calculated as of the end of each month.
763282 Database Version 4.1 Date Printed: 04-01-2019 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).
763282 Database Version 4.1 Date Printed: 4/1/2019 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.
763282 Database Version 4.1 Date Printed: 4/1/2019 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
763282 Database Version 4.1 Date Printed: 4/1/2019 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.
763282 Database Version 4.1 Date Printed: 4/1/2019 Specification Page 4

Grower: Crossroads
Address: PO Box 759
Rose Hill, NC 28458
County: Greene
Designed By: KBW
Checked By: DSE
Date:
Sheet 1 of 7
12/17/08
ANAEROBIC
FARM INFORMATION
Nursery:
Wean to Finish:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
WASTE
LAGOON DESIGN
Farm Population:
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
Does Operator Want Emergency Spillway?
Was This Design Built Prior to Sept. 1996?
Is Drain Tile Req'd to Lower SHWT?
Seasonal High Water Table Elev:
Freeboard:
Emergency Spillway Flow Depth:
Side Slopes:
Top of Dike Elevation:
Finished Bottom Elevation:
Start Pump Elevation:
Stop Pump Elevation:
LAGOON VOLUME
REQUIRED VOL.
Storm Stor = 78260 (Cu.Ft.)
Temporary = 297363 (Cu.Ft.)
Permanent = 546940 (Cu.Ft.)
Total Volume = 922,563 (Cu.Ft.)
1/2 Treatment Volume =
1/2 Treatment Volume Elevation =
90 Temporary Storage Volume Elevation =
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
(Y/N)
(YIN)
(YIN)
(YIN)
Depth
10.50 Ft.
21.6 In.
54 In.
N
Y
N
0
4756 Hd.
0
0
0
0
0
180 Days
7.5 In.
7.5 In.
7,0 In.
0
0
.l1!0() /u2.5a
1.0 Ft.
-0043 Ft.
3 :1 (H:V)
0,0
0.0
107.00 Ft.
96.50 Ft.
105.20 Ft.
102.50 Ft.
DESIGN VOLUMES % REQ',D.
95,222 (Cu.FL)
303,337 (Cu.Ft.)
575,648 (Cu.Ft.)
974,208 (Cu.Ft.)
273,470 (Cu.Ft.)
99.82 Ft.
104.14 Ft.
121.67%
102.01%
105.25%
105.60%
86.16 In.
34.34 In.
1.5 Ft.
125,216 S.F.
Murphy -Brown, LLC Engineering
P.O. Box 856.Warsaw, NC 28398 [phone]

Elevation (FT.)
96.50
97.00
98.00
99.00
100.00
101.00
102.00
103.00
104.00
105.00
106.00
107.00
Grower: Orossroads
Address: PO Box 759
Rose Hill, NC 28458
County: Greene
Designed Ty: KBW
Checked By: DSE
Date: 12/17/08
Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: i $Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Area (SF) Incr. Vol. (Cu. FT)
85,032
86,777 42,952
90,317 88,547
93,925 92,121
97,600 95,763
101,343 99,472
105,153 103,248
109,031 107,092
112,976 111,004
116,988 114,982
121,068 119,028
125,216 123,142
Cumul. Vol, (Cu. FT)
0
42,952
131,499
223,620
319,383
418,854
522,102
629,194
740,198
855,180
974,208
1,097,350
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 922,563 CF CUMULATIVE VOL.
END PUMP = = = = 102.50
START PUMP = = 105.20
MAX STORAGE = 106.00
FT 575,648 CF TR'MT
FT 878,985 CF TEMP
FT 974,208 CF STORM
ZONE VOL.
575,648
303,337
95,222
105,60%
105.25%
102,01%
121.67%
Murphy -Brown, LLC Engineering
P.O. Box 856 ,Warsaw, NC 28398 [phone]

Grower: Crossroads
Address: PO Box 759
Rose Hill, NC 28458
County: Greene
Designed By: KBW
Checked By: DSE
Date: 12/17/08
Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Type Capacity ALW cu?t./)b) = Total
Nursery
0
30
1.00
0
Wean to Finish
4,756
115
1.00
546,940
Finishing
0
135
1.00
0
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
Total Required Treatment Volume (cu. f .)_
Sludge Storage Volume:
546,940
Animal Type Capacity ALW (cu.ft./Tb) = 'total
Nursery
0
30
0.00
0
Wean to Finish
4,756
115
0.00
0
Finishing
0
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.000
0
Total Required Sludge Storage Vo ume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
0
Lnirnal Type Capacity'_ _ _Sto_Period di ay) = Total 1
Nursery 0 180 0.30
Wean to Finish 4,756 180 1.19
Finishing 0 180 1.37
Farrow to weanling 0 180 4.39
_.��
Farrow to feeder0---�. __..._.__ 180 —5.30
Farrowiofinish-----�--------- 0 180 ------ 14.38
Boars
Excess Fresh Water:
0 180 4.06
Total Manure Product on (gals.)=
Total Manure Production (cu.ft.)=
0
1,018,735
0
0
_...__...__..._0
0
1,018,735
136,195
Animal Type
_Nursery _____----
Wean to Finish —
Q.__..___—..__180_____
4,756
0.00T_
— 0.77
.___ 0
180
— 659,182
Finishing
Farrow to weanling
0
0
180
180
0.00
0
0
0.00
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
180
0.00
0
Boars
0
180
0.00
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
659,182
88,126
Murphy -Brown, LLC Engineering P.U. Box 856, Warsciw NC 28398
(9/0) 2.93-3434

Grower: Crossroads Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 12/17/08
County: Greene Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) " Rainfall 112in./ft
Vol.= (125216 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)=
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (125216 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)=
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) *"Heavy Rain" Factor (in) / 12in.Ht.
Vol.= (125216 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) _
(for Extended Periods of Chronic Rainfall)
Additional Wator Storage:
No Additional Water Storage is Required
0
Total Required Storm Storage
(25Yr. / 241-ir. Stone +'Heavy Rain')=
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) _
Total Required Permanent Storage
(Treatment + Sludge)
TOTAL REQUIRED VOLUME = 922563 (CU.FT.)
73,043
78,260
78,260 (CU.FT)
297,363 (CU.FT)
546,940 (CU.FT)
0
0
Allirphy-f3rown, LLC Engineering
P.O. Box 856, Warsaw NC 28395 [phone]

Grower: Crossroads Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 12/17/08
County: Greene Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25Yr. / 24Hr. Storm Storage
Top of "Heavy Rain" Storage
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
Inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period
Zone Depths:
TOTAL DESIGN VOLUME = 974208 (CU.FT.)
Treatment / Sludge Storage Zone Depth -----
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth
Total Lagoon Depth
107.00 FT.
Not Ai Applicable
106.00 FT.
Not Applicable
105.20 FT.
102.50 FT.
Not Applicable
0.00
96.50 FT.
Not Applicable
Not Applicable
3:1 H:V
125,216 SF
1.5 FT.
1.00 FT-
180 Days
6.0 FT.
2.7 FT.
1.8 FT,
10.5 FT.
Murphy •i3mwn, LLC Engineering P.O. Box 856, Warsaw NC 28398
[phone]

Grower_ Crossroads
Address: PO Box 759
Rose Hill, NC 28458
Oo� Greene
Designe KBW
Checkec DSE
Date: 12/17/08
Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 107.00
TOP OF STORM ELEV = 106.00
STRT PMP EL= 105.20 TOP OF TEMP STORAGE ELEV = 105.20 /
END PMP EL. = 102.50 TOP OF TREAT ELEV = 102.50 SHWT = 0.00
FINISHED BOTTOM ELEV = 96.50
Murphy -Brown, LLG Engineering
P.O. Box 856. Warsaw NC 28398 [phone]

Grower: Crossroads
Address: PO Box 759
Rose Hill, NC 28458
County: Greene
Designed By:
Checked By:
Date:
Sheet 7 of 7
KBW
DSE
12/17/08
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.
DESIGNED:
NOTE: See attached Waste Utilization Plan
Dzliv_re-4 ge-
DATE: / z// 7/c.5
`,`� C� t I l l e i^^r i{?�
•
A
'•
�Qv ti,
SEAL.
'0, 1;11;0
COMMENTS: The lagoon has been designed as an irregular shape.
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 supercede the
original certification of the faun.
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398 [phone]

3%).5
37.3 Ac +/—
SPRAY FIELD
A1002021,51873

USDA United States
Department of
Agriculture Greene County, North Carolina
Farm 2376
Tract 3071
2019 Program Year
CLU
Acres
HEL
Crop
1
37.87
NHEL
2
2.58
UHEL
3
1.27
UHEL
14
8.83
UHEL
Noncropland
24
108.4
UHEL
Noncropland
Page Cropland Total: 41.72 acres
Map Created October 19, 2018
Base Image Layer flown in 2016
Common Land Unit
Cropland
Non -Cropland
Tract Boundary
Wetland Determination Identifiers
• Restricted Use
V Limited Restrictions
Exempt from Conservation
• Compliance Provisions
USDA FSA maps are for FSA Program administration only. This map does not represent a legal survey or reflect actual ownership; rather it depicts the information provided directly from the producer and/or the NAIP imagery. The producer
accepts the data 'as is' and assumes all risks associated with its use. The USDA Farm Service Agency assumes no responsibility for actual or consequential damage incurred as a result of any users reliance on this data outside FSA Programs.
Wetland identifiers do not represent the size, shape, or specific determination of the area. Refer to your original determination (CPA-026 and attached maps) for exact boundaries and determinations or contact NRCS.

EMERGENCY ACTION PLAN
PHONE NUMBERS
Division of Water Resources (DWR)
Emergency Management System (EMS)
Soil and Water Conservation District (SWCD)
Natural Resources Conservation Service (NRCS)
Z15L U -LQL-W
2,3112 --7 -i -iq U2 3'
252---7-1-`6231
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.
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:
1) Add soil to berm to increase elevation of dam.
2) Pump wastes to fields at an acceptable rate.
3) Stop all flows to the lagoon immediately.
4) Call a pumping contractor.
5) Make sure no surface water is entering lagoon.
b. Runoff from waste application field -actions include:
1) Immediately stop waste application.
2) Create a temporary diversion to contain waste.
3) Incorporate waste to reduce runoff.
4) Evaluate and eliminate the reason(s) that caused the runoff.
5) Evaluate the application rates for the fields where runoff occurred.
c. Leakage from the waste pipes and sprinklers -action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Close valves to eliminate further discharge.
4) Repair all leaks prior to restarting pumps.
1 November 23, 2016

d. Leakage from flush systems, houses, solid separators -action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Make sure no siphon occurs.
4) Stop all flows in the house, flush systems, or solid separators.
5) 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:
1) Dig a small sump or ditch away from the embankment to catch all seepage, put in
a submersible pump, and pump back to lagoon.
2) If holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
3) Have a professional evaluate the condition of the side walls and lagoon bottom as
soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWR regional office, phone number: Z52_
qi—I fj)—lYici After hours, emergency number: 1-800-858-0368. Your phone call should
include: your name, facility, telephone number, the details of the incident from item 2
above, the exact location of the facility, 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.b.If spillleavesproperty or enters surface waters, call local EMS, phone number: 252-
"I —j1 �_ (.. bey1. Instruct EMS to contact local Health Department.
c. Contact the following for advice/technical assistance:
1) Cooperative Extension, phone number: , Z— J 2-1-11 Re
2 November 23, 2016

2) local SWCD office, phone number: L52141. - 2'"i
3) local NRCS office, phone number:1,5Z' 1 141 - Z'
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: P-Q'Zik< 6f 2InCi() CnS c--\ ie\
b. Contractors Address:t-C4 6Z()LP (2d Snc o i4I \l V\L 2 ?c D
c. Contractors Phone: 252- 5'2_ - L}(7"5 .
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer,
etc.)
a. Name: i t is . 5
b. Phone: 2_2 -7 41- 8231
7. Implement procedures as advised by DWR and technical assistance agencies to rectify
ti the damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.
3 November 23, 2016

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Flush gutters • Accumulation of solids
Lagoons and pits • Crusted solids
Liquid Systems
/ v Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
134 Remove bridging of accumulated solids at
discharge
134- Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 to 8 inches
over more than 30 percent of surface
Excessive vegetative • Decaying vegetation
growth
Maintain vegetative control along banks of
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- to 10-
day interval during summer; 15- to 30-day interval
during winter)
AMIC - November 11, 1996, page 1

Insect Control Checklist for Animal Operations
Source Cause
Feed storage • Accumulations of feed
residues
BMPs to Control Insects
Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products)
Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed
Animal holding areas • Accumulations of animal 0 Eliminate low areas that trap moisture along fences
wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed)
Dry manure handling • Accumulations of animal O Remove spillage on a routine basis (e.g.,
systems wastes 7- to l0-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
O Provide for adequate drainage around manure
stockpiles
O Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
Site Specific Practices
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC - November 11, 1996, page 2

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

Swine Farm Waste Management Odor Control Checklist
Source
Pit recharge points
Cause
• Agitation of recycled lagoon
liquid while pits are filling
BMPs to Minimize Odor
171 Extend recharge lines to near bottom of pits with
anti -siphon vents
Site Specific Practices
Lift stations • Agitation during sump tank O Sump tank covers
filling and drawdown
Outside drain
collection or junction
boxes
• Agitation during wastewater 0 Box covers
conveyance
End of drainpipes
at lagoon
• Agitation during wastewater 0 Extend discharge point of pipes underneath
conveyance lagoon liquid level
Lagoon surfaces
• Volatile gas emissions
• Biological mixing
• Agitation
7 Proper lagoon liquid capacity
1g, Correct lagoon startup procedures
1:21, Minimum surface area -to -volume ratio
lg Minimum agitation when pumping
O Mechanical aeration
O Proven biological additives
Irrigation sprinkler
nozzles
• High pressure agitation
• Wind drift
Irrigate on dry days with little or no wind
Minimum recommended operating pressure
171. Pump intake near lagoon liquid surface
O Pump from second -stage lagoon
Storage tank or
basin surface
• Partial microbial
decomposition
• Mixing while filling
• Agitation when emptying
O Bottom or midlevel loading
O Tank covers
O Basin surface mats of solids
O Proven biological additives or oxidants
AMOC - November 11, 1996, page 2

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

Additional Information:
Available From:
Swine Manure Management; .0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge —Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush —Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assurance Program; NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
NCSU, County Extension Center
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—Swine Extension
N.C. Pork Producers Assoc.
NCSU Agricultural Communications
Florida Cooperative Extension
AMOC - November 11, 1996, page 4

Mortality Management Methods
Indicate which methods) 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
El EI
EI El
EJ
an
Version—November26, 2018
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 locationi map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ,
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's\value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager
Date
hnical Specialist
Date

OPERATION & MAINTENANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially
important to manage levels so that you do not have problems during extended rainy and
wet periods.
Maximum storage capacity should be available in the lagoon for periods when the
receiving crop is dormant (such as wintertime for bermudagrass) or when there are
extended rainy spells such as the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for future wet
periods. In the late summer/early fall the lagoon should be pumped down to the low
marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to
irrigate does riot 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 ferrilizer 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 laczetam*kment 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—.1
1. separation of joints
2. cracks or breaks
3. accumulation of salts or mineral's
4. overall condition of pipes

Oh
Lagoon surface —look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment —look for:
1. settlement, cracking, or "jug' holes
2. side slope stability —slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of vegetation or as a result .of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the darn. 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 Were is a threat
of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon darn 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. irrigadon pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need or repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perform your pumping
system maintenance at a time when your lagoon is at its low level. T'nis 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 parldng lot runof) away from your lagoonand 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 immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taring care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
T'
.
When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should occour at least. two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon,the better the
lagoon will function. 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 feeders adjusted. This
will reduce the amount of solids entering the Iagoon
Management:
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irrigate in the late summer/early fall to provide maximum lagoon
storage for the winter.
T'ne lagoon liquid level should never be closer than 1 foot to the lowest
point of the darn or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon.
Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon 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 reduc:.d by:

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

Surcce'Ncter Diversion Terrcce
Around Cuter Perimeter or lcgoen
Mcximum !:quid level
A
O
tvlinimum liquid level
Lagoon levei Mori:ers
lc5oon liner
Freeoccrd = 1 root minimum
25-Yecr. 2e-rcur Storm Stcrcce
iempercry liquid Stcrc e
Permcnent Liquid Trectment
Sludge Accurnulcrlcn
12 to 15 Yecrs
Fig. 2-1. Schematic of an anaerobic waste treatment lagoon (note that his drawing is
not to scale).

Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types
of failures include leakage through the bottom or sides, overtopping, and breach of the
dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
Modification of the lagoon structure —an example is the placement of a pipe
in the dam without proper design and construction. (Consult an expert in
lagoon design before placing any pipes in dams.)
• Lagoon liquid Ievels--high levels are a safety risk.
• Failure to inspect and maintain. the dam.
Excess surface water flowing into the Iagoon.
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 darn failure.

Grower: Crossroads Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 12/17/08
County: Greene Sheet 1 of 7
ANAEROBIC WASTE. LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery: 0
Wean to Finish: 4756 Hd.
Finishing: 0
Farrow to weanling: 0
Farrow to feeder: 0
Farrow to finish: --------- - 0
Boars: 0
Storage Period: 180 Days
25 Yr. / 24 Hr Storm Event 7.5 In.
"Heavy Rain" Factor 7.5 In
Rainfall 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 Want Emergency Spillway? (Y/N) N
Was This Design Built Prior to Sept. 1996? (Y/N) Y
Is Drain Tile Req'd to Lower SHWT? (YIN) N
Seasonal High Water Table Elev: ••- .0.t o /a1.5-v
Freeboard; 1.0 Ft.
Emergency Spillway Flow Depth: -13, Ft.
Side Slopes: __.__. 3 :1 (H:V)
0.0
0.0
Top of Dike Elevation: Depth 107.00 Ft.
Finished Bottom Elevation: 10.50 Ft. 96.50 Ft.
Start Pump Elevation: 21.6 In. 105.20 Ft.
Stop Pump Elevation: ---------------- 54 In. 102.50 Ft.
LAGOON VOLUME
Storm Stor =
Temporary
Permanent =
Total Volume =
REQUIRED VOL. DESIGN VOLUMES % REQ'D.
78260 (Cu.Ft.)
297363 (Cu.Ft.)
546940 (Cu.Ft.)
922,563 (Cu.Ft.)
95,222 (Cu.Ft_)
303,337 (Cu.Ft.)
575,648 (Cu.Ft.)
974,208 (Cu.Ft.)
1/2 Treatment Volume =
1/2 Treatment Volume Elevation =
90 Temporary Storage Volume Elevation =
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
273,470 (Cu.Ft.)
99.82 Ft.
104.14 Ft.
121.67%
102.01 %
105.25%
105.60%
86.16 In.
34.34 In.
1.5 Ft.
125,216 S.F.
Murphy -Brown, LLC Engineering
P.O. Box 856.Warsaw, NC 28398 [phone]

Elevation (FT.)
96.50
97.00
98.00
99.00
100.00
101.00
102.00
103.00
104.00
105.00
106.00
107.00
Grower: arossroa s
Address: PO Box 759
Rose Hill, NC 28458
County: Greene
esigned by: K8W
Checked By: DSE
Date: 12/17/08
Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: gCu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Area (SF) Incr. Vol. (Cu. FT)
85,032
86,777 42,952
90,317 88,547
93,925 92,121
97,600 95,763
101,343 99,472
105,153 103,248
109,031 107,092
112,976 111,004
116,988 114,982
121,068 119,028
125,216 123,142
Cumul. Vol. (Cu. FT)
0
42,952
131,499
223,620
319,383
418,854
522,102
629,194
740,198
855,180
974,208
1,097,350
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 922,563 CF CUMULATIVE VOL.
END PUMP = = = = 102.50 FT 575,648 CF TR'MT
START PUMP = = : 105.20 FT 878,985 CF TEMP
MAX STORAGE = 106.00 FT 974,208 CF STORM
Murphy -Brown, LLC Engineering
ZONE VOL.
575,648 105.25%
303,337 102.01%
95,222 121.67%
P.O. Box 856,Warsaw, NC 28398 [phone]

Grower: Crossroads
Address: PO Box 759
Rose Hill, NC 28458
County: Greene
Designed By: KBW
Checked By: DSE
Date: 12/17/08
Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Type Capacity ALW — (cu.ft.ilb) = Total
Nursery
0
30
1.00
0
Wean to Finish
4,756
115
1.00
546,940
Finishing
0
135
1.00
0
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
otal Required Treatment Volume (cu. f
Sludge Storage Volume:
546,940
Animal Type Capacity ALW - (cu.ft./Ib) = Total
Nursery
0
30
0.00
0
Wean to Finish
4,756
115
0.00
0
Finishing
0
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.000
0
otat Required Sludge Storage Vo ume (cu. ft.)!=
Temporary Storage Volume:
Manure Production:
0
[Animal Type Capacity' Sto. Period d./day) = Total
Nursery
0
180
0.30
0
Wean to Finish
4,756
180
1.19
1,018,735
Finishing
0
180
1.37
0
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
0
Boars
0
180
4.06
0
oral Manure Product on (gals. )=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
1,018,735
136,195
!Animal Type
Capacity'
0
Sto. Periodd.iday) = total J
____
Nursery
180
0.00
0
Wean to Finish
4,756
180
0.77
659,182
Finishing
0
180
0.00
0
Farrow to weanling
0
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
180
0.00
0
Boars
0
180
0.00
0
otai Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
MLirphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398
659,182
88,126
[phone]

Grower: Crossroads Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 12/17/08
County: Greene Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area •1- Additional Drainage Area) ` Rainfall / 12in./ft
Vol.= (125216 sq.ft. + 0 sq.ft.) 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)=
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) 25Yr./24Hr. Storm(in) / 12in.lft.
Vol.= (125216 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)=
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) fr"Heavy Rain" Factor (in) / 12in./ft.
Vol.= (125216 sq.ft + 0 sq.ft.) 7.5 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) =
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0
Total Required Storm Storage
(25Yr. / 24Hr. Stone +'Heavy Rain')=
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) _
Total Required Permanent Storage
(Treatment + Sludge) =
Murphy -Brown. LLC Engineering
TOTAL REQUIRED VOLUME = 922563 (CU.FT.)
73,043
78,260
78,260 (CU.FT)
297,363 (CU.FT)
546,940 (CU.FT)
0
0
P.O. Box 856, Warsaw NC 25398 [phone]

Grower: Crossroads Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 12/17/08
County: Greene Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25Yr. / 24Hr. Storm Storage
Top of "Heavy Rain" Storage
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
Inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period
Zone Depths:
TOTAL DESIGN VOLUME = 974208 (CU.FT.)
Treatment / Sludge Storage Zone Depth --•--------
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth
Total Lagoon Depth
Murphy -Brown, LLC Engineering
107.00 FT.
Not AI Applicable
106.00 FT.
Not Applicable
105.20 FT.
102.50 FT.
Not Applicable
0.00
96.50 FT.
Not Applicable
Not Applicable
3:1 H:V
125,216 SF
1.5 FT.
1.00 FT.
180 Days
6.0 FT.
2.7 FT.
1.8 FT.
10.5 FT.
P.O. Box 856, Warsaw NC 28398 (00) 293-3,13 i

Grower
Address:
County:
Crossroads
PO Box 759
Rose Hili, NC 28458
Greene
ZONE ELEVATIONS
TOP OF DIKE ELEV =107.00
Designe KBW
Checkec DSE
Date: 12/17/08
Sheet 6 of 7
STRT PMP EL.= 105.20
END PMP EL. = 102.50
Murphy -Brown, LLC Engineering
TOP OF STORM ELEV = 106.00
TOP OF TEMP STORAGE ELEV = 105.20
TOP OF TREAT ELEV = 102.50
FINISHED BOTTOM ELEV = 96.50
/
SHWT = 0.00
P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Crossroads Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date,: 12/17/08
County: Greene Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
,`�ii�irrrrrrr
S! ^,l •
0; Zr)q.l _
'' DESIGNED: � ��
DATE: / zj 7/6-,
COMMENTS: The lagoon has been designed as an irregular shape.
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 supercede the
original certification of the farm.
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398 [phone]

37.3
Ac +/—
SPRAY FIELD
•
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4
MO0202151873