820678_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: 82-0678 Certificate Of Coverage Number:
2. Facility Name: L & W Farms, Inc
3. Landowner's Name (same as on the Waste Management Plan): Larry S Ammons
4. Landowner's Mailing Address: 805 McDaniel Rd
City: Roseboro State: NC
Telephone Number: 910-564-6765 Ext. E-mail:
5. Facility's Physical Address: 6719 Old Mintz Hwy
City: Garland State:
6. County where Facility is located: Sampson
7. Farm Manager's Name (if different from Landowner):
g. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): Billy M. Bass
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Wean to Feeder
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
Billy M Bass
910-564-6525 Ext.
Prrestage Farms Inc
Phone No.: 910-990-2978
Allowable Count
6,080
AWS_820678
Zip: 28382
Zip: 28441
OIC #: 18348
Dry Poultry
Other Types
Non Laying Chickens
Horses - Horses
Laying Chickens
Horses - Other
Pullets
Sheep- Sheep
Turkeys
Sheep - Other
Turkey Pullet
Wet Pout"
Non Laying Pullet
Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1
1�
(oc— —9
r /:�
rj r Ll
a-z r /6
19.00
1
No*
2
]diwt
2
"f!
G�(al
ZZ 0
,35b
29.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), si=ned b� 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
t/ 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]
MAR 252019

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 by a principal executive officer of the corporation):
Name: � S�\�, t M _, 5 S Title: rsaa
Signature: Win. Date:
Name:
Signature:
Name:
Signature:
Title:
Date:
Title:
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

Waste Utilization Plan
Producer: Larry & Walter Ammons and Lois Bass County: Sampson
Name of Farm: L & W Farms, Inc.
Location: 805 McDaniel Rd.
Roseboro NC 28382
Phone: [phone]
Type of Operation: Wean -Feed
Number of Animal: 6080
Storage Structure: Anaerobic Lagoon
Method of Application: Irrigation
Amount of waste produced per year: 2567 ton/year
Amount of plant available N (PAN) produced/year: 2918 lbs./year
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface water and/or groundwater. The plant nutrients in the animal waste
should be used to reduce the amount of commercial fertilizer required for the crops in the
fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in the implementing your waste utilization plan in -order to
maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally
safe manner.
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall not be applied to land eroding at more than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are
established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is
frozen. Either of these conditions may in runoff to the surface waters which is not
allowed under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor problems.
6. To maximize the value of the nutrients for crops production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied not more than 30 days
prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will
conserve nutrients and reduce odor problems.
This plan is based on the waste application method shown above. If you choose to change methods
in the future, you need to revise this plan. Nutrient levels for different applications methods are
not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. In some cases you may want to have plant analysis made, which

L & W Farms, Inc.
could allow additional waste to be applied. Provisions shall be made for the area receiving
waste to be flexible so as to accommodate changing waste analysis content and the crop type.
Lime must be applied to maintain pH in the optimum range for specific crop production. This
waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Page 2
Tract No.
Field No.
Soil Type
Crop
Code
Yield/Ac
Lbs. N
unit
Acres
Lbs N
Used
Month to
Apply
Lbs. N
Per Ac.
2816
1
WaB
CB -Graze
4.7
50
1.54
362
MAR-SEP
235
2816
2
WaB
CB -Graze
4.7
50
0.92
216
MAR-SEP
235
2816
3
WaB
CB -Graze
4.7
50
0.77
181
MAR-SEP
235
2816
4
WaB
CB -Graze
4.7
50
0.78
183
MAR-SEP
235
2816
5
WaB
CB -Graze
4.7
50
0.85
200
MAR-SEP
235
2816
6
WaB
CB -Graze
4.7
50
1.36
320
MAR-SEP
235
2816
7
WaB
CB -Graze
4.7
50
1.52
357
MAR-SEP
235
2816
8
WaB
CB -Graze
4.7
50
1.79
421
MAR-SEP
235
2816
9
WaB
CB -Graze
4.7
50
1.60
376
MAR-SEP
235
2816
10
WaB
CB -Graze
4.7
50
1.22
287
MAR-SEP
235
2816
ALL
WaB
Rye/Graze
1
50
12.35
6181
MAR-SEP
50
Total 12.35 3520lbs.
Available Nitrogen 2918 lbs.
Surplus or deficit -601 lbs.
Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to apply
the waste in a timely manner.
RECEIYEDMICI)EQ1OWR
MAR 2 5 2019

L & W Farms, Inc. Page 3
The applicator is cautioned that P and K maybe over applied while meeting the N requirements. In the future,
regulations may require farmers in some parts of North Carolina to have a nutrient management plan that
addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields (i.e. small grain, etc. interseeded in bermudagrass), forage must be removed through
grazing, hay and /or silage. Where grazing, plants should be grazed when they reach a height of six to nine
inches. Cattle should be removed when plants are grazed to a height of four inches. In fields where small grain
etc. is to be removed for hay or silage, care should be exercised not to let small grain to reach materity,
especially late in the season ( i.e. April or May) Shading may result if small grain gets too high and this will
definitely interfere with the stand of bermudagrass. This loss of stand will result in reduced yields and less
nitrogen being utilized. Rather than cutting small grain for hay or silagejust before heading as is the normal
situation, you are encouraged to cut the small grain earlier. You may want to consider harvesting hay or silage
two to three times during the season, depending on the time small grain is planted in the fall.
The ideal time to interplant small grain, etc. is late September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a height of about two inches before drilling for best
results.
Caution must be exercised in grazing or haying summer annuals under stressed conditions. Nitrate poisoning
may occur in livestock. Sampling forage or hay for nitrate levels is recommended.
Acres shown in the tables are considered to be the usable acres excluding required buffers, filters strips along
ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to
equipment limitations. Actual total acres in the field listed may, and most likely will be, more than the acres
shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land application of sludge at agronomic rates.
The sludge will be nutrient rich and will require precautionary measures to prevent over application of nutrients
or other elements. Your production facility will produce approximately 438 lbs. of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years you will have approximately 2189 lbs. of PAN to utilize. Assuming
you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs/acre you will need 7
acres of land. If you apply the sludge to corn at the rate of 125 lbs. of nitrogen per acre you will need 18
acres of land. Please be aware that these are only estmates of the PAN and the land needed. Actual
requirements could vary by 25% depending on the sludge waste analysis, soil types, realistic yields, and
application methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that
runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water
droplet size, and organic solids. The application amount should not exceed the available water holding capacity

L & W Farms, Inc.
Page 4
of the soil at the time of irrigation nor should the plant available.nitrogen applied exceed the nitrogen needs of
the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the producer and
irrigation designer to ensure that an irrigation system is installed to properly irrrigate the acres shown in tables.
Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan
invalid.
The following table is provided as a guide for establishing application rates and amounts.
Tract No.
Field No.
Soil Type
Crop
Code
Applic.
Rate(in/hr)
Applic.
Amount
2816
1
WaB
CB -Graze
0.6
1.0
2816
2
WaB
CB -Graze
0.6
1.0
2816
3
WaB
CB -Graze
0.6
1.0
2816
4
WaB
CB -Graze
0.6
1.0
2816
5
WaB
CB -Graze
0.6
1.0
2816
6
WaB
CB -Graze
0.6
1.0
2816
7
WaB
CB -Graze
0.6
1.0
2816
8
WaB
CB -Graze
0.6
1.0
2816
9
WaB
CB -Graze
0.6
1.0
2816
10
WaB
CB -Graze
0.6
1.0
2816
ALL
WaB
R e/Graze
0.6
1.0

L & W Farms, Inc.
Page 5
This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the
crop is not over applied. In many situations the application amount shown cannot be applied because of the
nitrogen limitations. The maximum application amount shown can be applied under optimum soil conditions.
Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on the
average of once every 6 months. In no instances should the volume of the waste be stored in your structure
be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour
storm.
It is the responsibility of the producer and the waste applicator to ensure that the spreader equipment is operated
properly to apply the correct rates shown in the tables. Failure to apply the recommended rates and amounts of
nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you have receive the waste analysis report for assistance in determining the
amount of waste per acre and the proper application rate prior to appling the waste.
NARRATIVE OF OPERATION

L & W Farms, Inc. Page 6
WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2. There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply waste. If the producer
does not own adequate land to properly dispose of waste, he/she shall provide a copy of
an agreement with a landowner who is within a reasonable proximity, allowing him/her the
use of the land for waste application. It is the responsibility of the owner of the facility to
secure an update of the Waste Utilization Plan when there is a change in the operation,
increase in the number of animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application for other
nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land that is eroding at 5 or more tons, but less than 10 tons per acre per
year providing grass filter strips are installed where runoff leaves the field. (See FOTG
standard 393 - Filter Strip).
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6• When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland,
the waste may be broadcast provided the application does not occur during a season
prone to flooding. (See "Weather and Climate in North Carolina" for guidance.)
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate that runoff
does not occur offsite or to the surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor or flies.
8• Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9• Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a
high potentual 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.
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 residenrial property boundary
and from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other than swine waste from facilities sited on or after October 1, 1995), shall not be
applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips).

L & W Farms, Inc. Page 7
REQUIRED SPECIFICATIONS
(continued)
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 he 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
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site by 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 vegtation 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 evidences 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 illigal 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 vegetation 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 the 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.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
element. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five (5) years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina regulations.

Page 8
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: L & W Farms, Inc.
Owner/Manager Agreement Larry & Walter Ammons and Lois Bass
I (we) understand and will follow and implement the specifications and the operation and maintenance proce-
dures established in the approved animal waste utilization plan for the farm named above. I (we) know that any
expansion to the existing design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the North Carolina Division of Water Quality
before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste
from this system to the surface waters of the state from a storm event less severe than the 25-year, 24 hour
storm.The approved plan will be filed on -site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner: Larry & Walter Ammons and Lois Bass
qq
Signature: \1N CM Date:,3 / / ��
Name of Manager (If different from owner) ��-_
Signature:y� /
� Date
Name of Person Preparing Plan: G. Glenn Clifton
Affiliation: Prestage Farms, Inc. Phone: [phone]
Address: P.O. Box 438
Clinton, NC 28329
Signature:�,w.,. Date: 3 2-1 t S

IRRIGATION SYSTEM PARAMETERS
Land Owner:
L & W Ammons
Date:
03/02/2015
Address:
805 McDaniel
Rd.
Roseboro NC 28382
Facility No.
82-678
Telephone:
910-564-6635
County:
Sampson
TABLE 1- Field
Specifications
Maximum
Maximum
Field No.
Usable
Maximum
Application
and/or
Size of
Slope
Application
per Irrigation
Pull No.
Field
Soil Type
N
Crop(s)
Rate
(in/hr)
Cycle
(inches)
1
1.54
WaB
0-6
CB/OS/Graze
0.6
1.0
2
0.92
WaB
0-6
CB/OS/Graze
0.6
1.0
3
0.77
WaB
0-6
CB/OS/Graze
0.6
1.0
4
0.78
WaB
0-6
CB/OS/Graze
0.6
1.0
5
0.85
WaB
0-6
CB/OS/Graze
0.6
1.0
6
1.36
WaB
0-6
CB/OS/Graze
0.6
1.0
7
1.52
WaB
0-6
CB/OS/Graze
0.6
1.0
8
1.79
WaB
0-6
CB/OS/Graze
0.6
1.0
9
1.60
WaB
0-6
CB/OS/Graze
0.6
1.0
10
1.22
WaB
0-6
CB/OS/Graze
0.6
1.0
Computed By: G Glenn Clifton
y _

Hard Hose Traveling Gun System
Land owner:
L & W Ammons
Facility Number: 82_678
Irrigation System
Designation:
X
Existing Irrigation System
New/Expanding
Wetted Diameter:
190
feet
Irrigation System
61%
Spacing:
115
feet
Hydrant Layout:
X
Multiple Hydrants
Single Hydrant
Pull Lane
Pull
Location
Start
Stop Total
Number Spacin
Length
Ext/Int
Middle
End
End Acres
1 115
360
Ext
1.26
0.28
1. 54
2 115
260
Int
0.69
0.23
0 92
3 115
205
Int
0.54
0.23
0.77
4 115
210
Int
0.55
0.23
0.78
5 115
285
Ext
0.71
0.14
0.85
6 115
470
Ext
1.22
0.14
1.36
7 115
490
Int
1.29
0.23
179
8 115
530
Ext
1.65
0.14
.52
179
9 115
490
Ext
1.46
0.14
60
1.22
10 115
490
Ext
1.08
0.14
1.22
Total 12.35
Computed By: G Glenn Clifton

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- :•��'.'. !.i yir'rr ia.=•,' _ }. _a't�'. _ M Y ..
'.• _-�; _ Iineh 200';:feet
I _aY �•`'+y`,+'`•.'. •. '-f� :�.ei.-�.. �� .�-`,��-.<.go- --- _s'i�:. .•
S.� s����`�.,�;'•,,."--•:� .: ice_ . .:

EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ `f'/0 4 F6 - 15-q I
EMERGENCY MANAGEMENT SYSTEM , -22 - 16 l
SWCD 5-9z - 714 3
NRCS U -z - 7
This plan will be implemented in the event that wastes from your operation are Ieaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for
all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all 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. EvaIuate 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 eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D: Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
December 18, 1996

-� 6: Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name:
b. Phone: 0--r1t-Syly
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 released wastes from happening again.
December 18, 1996

Insect Control Checklist for Animal Operations
Source C;II.ISC �— -- — III1'll's to Cun(rol ltrsecls —
Sitc Specific I'rac(iccs
- Liquid S�slenrs
blush (iultcIS Accumulation vfsolid5
❑ 1111511 5y51cill Js designed and operalccl
sufficicully to remove accumulated solids front
guller:s as designed.
❑ Remove bridging ol'accclmulatccl solids at
_ _ discharge
Lagor1lS
ons and I'ils (letl Solids —
�� Maintain lagoons, Scllling basins and Ails where --�
pest brecding.is apparent to nrinintizc the
crusting of solids to a depth of no "lore than G -
3 inches over more than 30% of surl'ace.
Excessive Vegetative i)cc;ryi"d vcgclaliun
Growill ■ Maintain vcgclalivc control along; banks of
lagoons and other impoundnlenls to prevent
accunlulalion of decaying vcgctalive matter
— along wager's edge on impoundment's per•inlcter.
l'cccicrs Dry Systems
Deed Spillage i Design, Oilcrate and I11:11n1aI11 feed Sys(Cllls (e.g.,
bunkers and troughs) to minimize the
accunudatiorl of decaying wastage.
■ Clean Ili) Spillage on a roulinc basis (e.g., 7 - 10
day interval during Summer; 15-30 day interval
Feed Storage during winter).
g Accumulations of fccd residues Cl Reduce nloislurc accuu►ulation tvilhin and -
around inlnlediate perimeter of fccd storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,.
covered bin for breNver's grain and similar high
moisture grain products).
❑ luspect for and reiuove or break up accumulated
solids in filler strips around feed storage as
needed.
AM IC - November 11, 1996, page I

Source .
Animal I3nldin Areas
g.
Cause
® Accumulations of animal wastes
f.
laivtrs to Control ilnsects. Site Sp�iCc Practices
® Eliminate lbw areas that, trap moisdue. along .
and -feed -wastage:
_.
fences nett other locations where waste
accumulates and disturbance by animals is
minimal.
® Maintain fence rows and filter strips around
animal holding areato minimize -
aecumulaOons of wastes (i.e., inspect for and
remove or break up accumulated solids as
Dry Manure Hanaung
Systems
. Accumulations of animal wastes
needed) ;
® Remove spillage on a routine basis (e.g., 7
-.10
day interval during summer; 15-30 day interval
during winter) where manure is loaded for eland
application or disposal.
O Provide for adequate drainage around manure
stockpiles.
17 Inspect for and remove or break up accumulated
wastes in filter .strips around stockpiles and
manure handling areas as needed.
For more Raleigh, NCinformation contact the Cooperative Extension Service, Department of Entomol
, 27695-7613. ogy, Box 7613, North Carolina State University,
AMIC - November 11, 1996, Page 2

Swine Farm. Waste Management Odor Control Checklist
BMPs to Mii
Fatmstead • Swine production
W Vegetative or wooded
■ Recommended best management practices;
Animal body surfaces • Dirty manure -covered Good judgment and common sense animals � pry floors
Floor surfaces • Wet manure -covered floors
. ® Slotted floors;
■ Waterers located over slotted'floors;
Q Feeders at high end ofsolid floors;
® Scrape manure buildup from floors;
® Underfloor ventilation for -drying
V requent manure removal by flush, pit recharge,.
• Partial microbial decomposition or scrape;
13 Underfloor.ventilation
Ventilation exhaust fans • Volatile gases;
® Fan maintenance;
Dust ® Efficient air movement
Indoor surfaces ® Dust ® Washdown between groups of animals;
'® Feed additives;
13 Feeder covers; '
11 Feed delivery downspout extenders to feeder
covers
Flush tanks • Agitation of recycled lagoon ® Flash tank covers;
liquid while tanks are filing ® Extend fill lines to near bottom of tanks with
Flush
vents
® Underfloor flush with underfloor
_ conveyance ventilation
Pit recharge points • Agitation 11 recyrc ed lagoon 1 1 Extend recharge lines to near bottom of pits
liquid while pits are tilling, with anti -siphon vents
Lift stations • Agitation during .sump tank ® Sump tank covers
filling and drawdown
Outside drain collection • Aguadon during; wastewater 13 Box covers
orjunction boxes conveyance
•
wastewater
AMOC - November 11, 1996, Page 3

Lagoon surfr
at •.
conveyance:::
volatile gas emissi
• Biological mixing;
• Agitation
Umps to Minimize. Odd
Extend discharge point of pipes:ui
lagoon -liquid level
Proper lagoon liquid capacity9
0 Correct lagoon startup procedures;.
0 Minimum surface Mirto-volume ratio;
0 Minimum agitation when,pumping;
® Mechanical aeration;
® Proven biological additives
Irrigation sprinkler • High ptrssure agitation;
nozzles • ■ . Irrigate on dry days with little or no wind;
Wind drift ® Minimum recommended o eratin p g pressure;
■ Pump intake near lagoon liquid surface;
C1 - Pump from second -stage lagoon
Stoeage tank or basin ® Partial microbial. decaniposition; ■ •
surface ottom or, midlevel loading;
—nag while numg; 0 Tank covers;
• Agitation when: emptying ® Basin surface mats of solids;
Settling basin surface
d artial microbial decomposition;
O
®
Proven biological additives or oxidants
Extend drainpipe outlets underneath liquid
• Mixing while filling;
level;
• Agitation ewlben emptying
®
Remove settled solids regularly
Manure, slurry or sludge
spreader outlets
• Agitation .when sprdading;
®
Soil injection of slurry/sludges;
• Volatile gas emissions
®
Wash residual manure from spreader after use;
• Volatile gas emissions while
®
®
Proven biological additives or oxidants
Soil injection of slurry/sludges
Uncovered manure,
slurry.or sludge on field
drying
surfaces
11
Soil incorporation within 4$ hrs.;
®
Spread in thin uniform layers for rapid drying;
_
®
Proven'biological additives or oxidants
Dead. animals ,
• Carcass decomposition
■
Proper disposition of carcasses
Dead animal dtisposal
pits
® Carcass decomposition.
C7
Complete covering of carcasses in burial pits;
®
Proper location/coristruction of disposal pits
Incinerators
. Incomplete combustion
13
Secondary stack burners
AMv :". November 11, 1996, Page 4
Aft

Source Cause.
Standing water around o bnMp� BAM to IVlidimin.Odor
facilities -het r>N ® Gaade and landscape such that water drains
'Microbial decomposition of away from facilities ,
organic n�tattos
Manure tracked onto ® Poorly maintained access roads
public roads from farm 13 Faun access road maintenance
access
Additional Information
Swine Manure Management; 0200 Rul TP packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production -Facility Manure
Swine Production Facility Management: Pit Recharge - Lagoon Treatment; EBAE 128-88
Manure Management:'Underlloor Flush, Lagoon Treatm
Calibraent; EBAB 129-88
Lagoon Design and Management for LivestOOk Manure Treament and. Storage ; EBAE 103=83
9A of Manure, and Wastewater Application Equipment ; EBAE Fact Sheet
Controllmg Odors from Swine Buildings; PIH-33
Environmental Assurance Program ; TYPE Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PROI . 1995 Conference Proceedings
AMOC - November 11, 1996, Page S
Available From:
NCSU, County Extension Cei
NCSU BAE
NCSU-BAE
NCSU - BAE
NCSU - BAE
NCSU-BAE
NCSU - Swine Extension
NC Pork Producers Assoc
NCSU Agri Co'
Florida Cooperative Extension

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
FO71 Rendering at a rendering plant licensed under G.S. 106-163.7.
Complete incineration according to 02 NCAC 52C .0102.
a A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
a Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS. Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals xceed normal mortality, rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signatu f Farm Owner/Manager
Signature of Technical Specialist
Date
Date

0
Operator:L &
W Farms
County:
Sampson
Distance to nearest
residence
(other
than
owner):
I. AVERAGE LIVE
WEIGHT
(ALW)
0 sows
(farrow to
finish)
x
1417
lbs.
0 sows
(farrow to
feeder)
x
522
lbs.
0 head
(finishing
only)
x
135
lbs.
0 sows
(farrow to
wean)
x
433
lbs.
3040 head
(wean to feeder)
x
30
lbs.
Describe other :
Date- 12/11/94
0.0 feet
0 lbs
0 lbs
0 lbs
0 lbs
= 91200 lbs
0
Total Average Live Weight = 91200 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 91200 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 91200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION Sludge Accumulation Not Computed At
Owners Request Remove Sludge
Volume = 0.0 cubic feet As Needed
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 130.0
Inside top width (feet)---------------------- 190.0
Top of dike elevation (feet.)----------------- 64.0
Bottom of lagoon elevation (feet) -----=------ 52.0
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 3.0 124.0 184.0 11.0
AREA OF TOP
LENGTH * WIDTH =
124.0 184.0 22816 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
58.0 118.0 6844 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
91.0 151.0 54964 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
22816.0 54964.0 6844.0 1.8
Total Designed Volume Available = 155144 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA;
Lagoon (top of dike)
Length * Width =
130.0 190.0 24700.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe,this area.
TOTAL DA 24700.0 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 = 91200 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 166592 gals..or 22271.7 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculats
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 14408.3 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 14408.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
22272
cubic
feet
5B.
0
cubic
feet
5C.
14408
cubic
feet
5D.
14408
cubic
feet
TOTAL 51088 cubic feet
6. SUMMARY
Temporary storage period====================>
180
days
Rainfall in excess of evaporation===========>
7.0
inches
25 year - 24 hour rainfall==================>
7.0
inches
Ereeboard===================================>
1.0
feet
Side slopes_________________________________>
3.0
. 1
Inside top length=====______________________>
130.0
feet
Inside top.width____________________________>
190.0
feet
Top of dike elevation=======================>
64.0
feet
Bottom of lagoon elevation==================>
52.0
feet
Total required volume=======================>
142288
cu. ft.
Actual design volume=========___============>
155144
cu. ft.
Seasonal high watertable elevation (SHWT)===>
60.0
feet
Stop pumping elev.__________________________>
60.0
feet
Must be > or = to the SHWT elev.==========>
60.0
feet
Must be > or = to min. req. treatment el.=>
58.0
feet
Required minimum treatment volume===========>
91200
cu. ft.
Volume at stop pumping elevation============>
94688
cu. ft.
Start pumping elev._________________________>
62.3
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
140736
cu. ft.
Volume at start pumping elevation===========>
139621
cu. ft.
Required volume to be pumped================>
36680
cu. ft.
Actual volume planned to be pumped==========>
44933
cu. ft.
Min. thickness of soil liner when required==>
1.8
feet
7. DESIGNED BY: Lanier & Houston CHECKED BY:
DATE: cl ll� DATE:
*
*
*
*Tnmv- art AmTAr.uEn WASTE UTILIZATION PLAN

LAGOON DESIGN
terator:L & W AMMONS INC County: SAMPSON Date:
�s the site evaluation been completed & approved: y
AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs.
0 sows (farrow to feeder) x 522 lbs. -
0 head (finishing only) x 135 lbs. -
0 sows (farrow to wean) x 433 lbs.
3040 head (wean to feeder) x 30 lbs. -
Describe other : -
fTotal Average Live Weight =
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 91200 cubic ft (includes
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 22800.0 cubic feet
TOTAL DESIGNED VOLUME
05/23/97
0 lbs
0 lbs
0 lbs
0 lbs
91200 lbs
0 lbs
91200 lbs
0 cu. ft. add. treat. vol.)
Inside top length (feet) ------- 240.0
Inside top width (feet) --------------------- 140.0
Top of dike elevation (feet)--------- 52.00
Bottom of lagpon elevation (feet) ------------
Freeboard (feet) ------- _ __ ---- 40.00
Emergency spillway depth of flow(feet)------- 1.00
0.00
Side slopes (inside lagoon)--------
Total design volume usin 3.0 1
g prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 234.0 134.0 11.00
AREA OF TOP
LENGTH * WIDTH =
234.0 134.0 31356 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
168.0 68.0 11424 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
201.0 101.0 81204 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM]
DEPTH/6
31356
81204 11424 1.83
Total Designed Volume Available = 227304 CU. FT.

ITEMPORARY STORAGE REQUIR
ED
DRAINAGE AREA'.
Lagoon (top of dike)
( Length * Width ) w Surface area of connecting waste facility
f 240.0 '140.0 0.0
33600.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area.
TOTAL DA 33600.0 square feet
Design temporary storage period to be
180 days.
Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW
1.37
Volume = 91200 lbs. ALW/135 lbs. ALW
Volume = 166592 gals. or 22271.7 cubic feet gal/day 180 days
Volume of excess water
Volume = 611.4 gallons/day*
180 days storage/7.48 gallons
Volume = 14713.6 cubic feet per CF
Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days evaporation -
180 days rainfall 1.7 inches
1
Volume = 1.in * DA / 12 in. per £t.inches
7
Volume = 23.in * p • = 60760 cubic feet runoff
lagoon DA/12 in./it = 37324 cubic feet evap.
Volume = 23436 cubic feet

%�. Volume of 25 year 24 hour storm
Volume of "Heavy Rain" 7.0 in.
_ Volume = 14.0 inches / 12
Volume = 39200 cubic feet
F.. Additional volume as follows:
7.0 in.
inches per foot * DA
TOTAL REQUIRED TEMPORARY STORAGE
5A. 22272 cubic feet
5B. 14714 cubic feet
5C. 23436 cubic feet
5D. 39200 cubic feet
5E. 0'cubic feet
TOTAL 99621`cubic feet
SUMMARY
Temporary storage period====================>
180
days
Rainfall during.wettest period of storage===>
21.7
inches
_. Evaporation during storage period======_====>
13.3
inches
25 year - 24 hour rainfall__________________>
7.0
inches
Heavy rain=_________________________________>
?.0
inches
y Freeboard=- =>
1.00
feet
Side slopes_____ -------- ____________________>
3.0
. 1
Inside tap length_=_>
240.0
feet
Inside top width=- ________________________=>
140.0
feet
Emergency .spillway elevation(if planned)====>
51.00
feet N,,7
PLAnnESS
Top of dike elevation============------=====>
52.00
feet
Bottom of lagoon elevation==================>
40.00
feet
y Top of sludge elevation=====================>
41.80
feet
Total required volume_______________________>
213621
cu. ft.
Actual design volume========================>
227304
cu. ft.
#
Seasonal high watertable elevation (SHWT)===>
46.80
feet
Stop pumping elev.__________________________>
46.80
feet
#
Must be > or = to the SHWT elev.==========>
46.80
feet
' Must be > or = to min. req. treatment el.=>
46.60
feet
Min. Required treatment volume==============>
91200
cu. ft.
Volume at stop pumping elevation============>
91267
cu. ft.
Start pumping elev._________________________>
49.65
feet
Must be at bottom of F.B. & 25 yr. rainfall
& heavy
rain
Act. vol. less 25 yr. and heavy rainfall====>
188104
cu. ft.
Volume at start pumping elevation===========>
186956
cu. ft.
Required volume to`be`pumped================>
60421
cu. ft.
Actual volume planned to be pumped==========>
72762
cu. it.
Min. thickness of soil liner when required==>
1.6
feet
DESIGNED BY:APPROVED BY: F
DATE: 510197 DATE:
'�'��SIVSD/NCpEG3/D�IR
MAR 15 2019
Watar Qualify .
int,a+ opmadom SOC90n

�nnc t .t ur s,
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 yr - 24 hr storm for the location and a
heavy rain factor. The volume of waste generated from a given number
of animals will be fairly constant throughout the year and from year to
year, but excess rainfall will vary from year to year. The heavy rain
factor and 25 yr rainfall will not be a factor to consider in an annual
pumping cycle, but this storage volume must always be available.
The waste produced by the animals shall be utilized in accordance with
an approved waste utilization plan. Highly visible markers shall be
installed to mark the upper and lower elevations of the temporary
storage (pumping volume). Pumping shall be done as necessary to
maintain the liquid level between these markers.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. Before wastes are introduced, the waste treatment lagoon shall be
charged to 1/2 its treatment volume to prevent excessive odors during
start-up. pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all tunes. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 49.65 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 46.80 . This temporary
storage less 25 yr and heavy rain contains 72762 cubic feet or
544257 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to .apply per irrigation and
recommended maximum application rate is shown in the waste utilization
plan. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
i. Repair areas of the embankment that settle below the design settled
height or areas where cracking, sloughing, or "jug" holes develop.
8. Repair waste inlet pipes that develop cracks or separate at the
joints.
9. Remove undesirable vegetative growth and floating or lodged debris.
10. All surface runoff is to be diverted from the lagoon to stable
outlets when not included as part of the design temporary storage.
11. After five years the -waste treatment lagoon shall be checked for
sludge accumulation annually. If sludge has encroached into the
treatment volume, the sludge will be removed and applied at agronomic
rates based on analysis of the sludge. Treatment volume must have
a minimum of 4 feet of depth free of sludge at all times.
12. In December 1992, the Environmental Management Commission (EMC)
in North Carolina revised water quality regulations that address
animal operations. These rules became effective on February 1,
1993 (15A NCAC 2H .0200). This animal operation shall be operated
within the requirements of these rules and regulations.
13. Pipes that are used for recycling effluent to use as flush water
and irrigation intakes must be placed 18 inches below the surface and
as far from the inlet discharge pipes as possible in order to provide
a cleaner effluent for flushing and to reduce odors when irrigating on
land. When these pipes are placed through the embankment, they should
be installed no more than two feet below top of embankment and not in
the highest section of fill. The pipe trench shall be compacted with
clayey material or other material as approved by an engineer.

ROY COOPER
Cowrnor
MICHAEL S. REGAIN
wary
LINDA CULPEPPER
mrrcror
r.
a
NORTH CAROLINA
Environmental Quality
February 27, 2019
Larry S Ammons
L & W Farms, Inc
805 McDaniel Rd
Roseboro, NC 28382,
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
1ISCEIVED/NC"s E-0/1)WR
MAR Z 5 2019
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://dN.nc Gov/about/divisions/water-resources/water:guality-rggioi nal-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 Uplication 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 ICAWMPI with the
completed and signed annlication form. A list of items included in the CAWMP can be found on Page 2 of the renewal
annlication 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.
Sincerely,
�-.
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Fayetteville Regional Office, Water Quality Regional Operations Section
Sampson County Soil and Water Conservation District
AFOG Section Central Files - AWS820678
Prestaee Farms Inc
North CaroinaDepartmeat:fErvrommenta:Qua t} I DusaaofWater ReszurDa
Wes- .512 N. Sa si,un St. I IS3S Ma" Service Center I R:a.e'gb, North Caro?'na 27691-1-1£:36
919 707.SWO