240010_Application_20240401

A
State of North Carolina
Department of Environmental Quality
Division of Water Resources
MAR 2 9 202¢
NC DEQ/DWR
Centim Office
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2024, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2024.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee,
1. Certificate Of Coverage Number: AWS240010
2. Facility Name: J&L Farms Inc
3. Permittee's Name (same as on the Waste Management Plan): Jerry Willoughby
4. Permittee's Mailing Address: 905 Paul Willoughby Rd
City: Evergreen State: NC
Telephone Number: 910-648-4492 Ext. E-mail:
5. Facility's Physical Address: 42 J L Farms Rd
City: Evergreen State: NC
6. County where Facility is located: Columbus
7. Farm Manager's Name (if different from Landowner): Jerry Willoughby
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
10. Operator Name (OIC): Jerry F. Willoughby Phone No.:
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:
Allowable Count
7,104
Zip: 28438
Zip: 28438
OIC #: 16982
Swine
Cattle
Dry Poultry
Other Tvnes
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 Poultn
Gilts
Other
Non Laying Pullet
Other
Layers

13. Waste Treatment Lagoons, Digesters and Waste Storage Ponds (WSP): (Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure
Name
Structure Type
(Lagoon/Digester/
WSP)
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
'Redline"
(Inches)
1
Lagoon
10/27/1992
Full, clay
173,853.00
29,700.00
19.50
2
Lagoon
7/7/1994
Full, clay
173,853.00
29,700.00 1
19.50
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.10C(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed 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
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be
applicable to your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, solids separators, sludge drying system, waste transfers, etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, 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.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below. (If multiple Landowners exist, all landowners
should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation):
Name ( rint): Zirfll VV 1 lOV
Signature: cL, LA
Name (Print):
Signature:
Name (Print):
Signature:
Title: _a1Wv1
Date: 3-;V-; '-Oxy
Title:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636

i��
Murphy -Brown, LLC (412U2?O12 v P.O. Box 856
Cf�� Warsaw, NC 28398
`����iUTRIENT UTIO R�t N
Grower(s): l ary Vkflllough' y
Farm Name: J & I. Farr-o
County: Cola,*waus PtiP!^'�4UQ1ti
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder 7104
Wean to Finish
Feeder to Finish
Storage Period:
Application Method:
>180 days
Irrigation
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 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, 6
cation exchange capacities, and available water holding capacities.
i
3. Normally waste shall be applied to land eroding at less 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 frog
Either of these conditions may result in runoff to 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 crop 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.
1 of 8
L12

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 application
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. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be fle:able so as to accommodate changing waste analysis content and 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,
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, fe, tons, etc.):
Farrow to Wean 3212 gallyr gaVyr
Farrow to Feeder 4015 gallyr gaVyr
Farrow to Finish 10586 gallyr gallyr
7104 Wean to Feeder 223 gallyr 1,684,192 gaVyr
Wean to Finish 838 gallyr gaVyr
Feeder to Finish 986 agallyr
- Total 1,584,192 gaVyi
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Farrow to Wean 6.4 Ibstyr Ibe/yr
Farrow to Feeder 0.5 Ibs/yr Ibs/yr
Farrow to Finish 26 Ibs/yr Ibs/yr
7104 Wean to Feeder 0.4 Ibs/yr 2,842 Ibs/yr
Wean to Finish 1.96 Ibs/yr Ibs/yr
Feeder to Finish 2.3 Ibs yi Ibs/ r
otal 2,842 lb r
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.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Craps indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under Irrigation may uptake and utilize
In the normal growing season.
Total Irrigated Acreage: 49.01
Total N Required 1st Year: 1254BA53
Total N Required 2nd Year: 0926.81
Average Annual Nitrogen Requirement of Crops: 11,237.83
Total Nitrogen Produced by Farm: 2,841.60
Nitrogen Balance for Crops: (8,396.23)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2 of 8

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This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be 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 bermuda), 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 reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definateiy interfere
with 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 silage just 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 cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code
Crop
Lbs N utilized / unit yield
A
Barlsy
1.6 Ibs N / bushel
B
Hybrid Bermudagrass - Grazed
50 Ibs N / ton
-' C
Hybrid Bermudagrass - Hay
50 Ibs N / ton
D
Corn - Grain
1.25 Ibs N 1 bushel
E
Corn - Silage
12 Ibs N / ton
F
Cotton
0.12 Ibs N / Ibs lint
G
Fescue - Grazed
50 The N / ton
H
Fescue - Hay
50 Ibs N / ton
I
Oats
1.3 Ibs N / bushel
J
Rye
2.4 Ibs N / bushel
K
Small Grain - Grazed
50 Ibs N / acre
L
Small Grain - Hay
50 Ibs N / acre
M
Grain Sorghum
2.5 Ibs N / cwt
N
Wheat
2.4 Ibs N / bushel
O
Soybean
4.0 Ibs N / bushel
P
Pine Trees
40 Ibs N / acre / yr
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4of8

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications
Farrow to Wean
Farrow to Feeder
Farrow to Finish
7104 Wean.to Feeder
Wean to Finish
Feeder to Finish
4.1
0.072 611.488
0.306
0.36
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 511 ASS pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 2657.44 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 8 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 20.45952 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
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 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
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
'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 limitation. 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 instance should the volume of the
waste 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 waste applicator to ensure that the spreader equipment
Is operated properly to apply the correct rates to the acres 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 receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
6of8

Application Rate Guide
The following Is provided as a guide for establishing application rates and amounts.
Tract
.,,drant
Soil
Type
C__ rod
Application Rate
In/hr
Application Amount
; inches
T538
1
Fo
_
D
0.6—
T538
2
To
D
0.46
1
T538
3
To
D
0.46
1
T538
4
To
D
0.45
1
T538
5
To
D
0.45
1
T538
6
To
D
0.45
1
T538
7
To
D
0.45
1
T538
8
WkB
C
0.45
1
T538
9
WkB
C
0.46
e
1
T538
10
WkB
C
0.45
1
T538
11
WkB
C
0.45
1
T538
12
WkB
C
0.45
1
T538
13
WkB
C
0.45
1
T538
14
WkB
C
0.45
1
15
WkB
C
0.45
1
6 of 8

Additional Comments: 1
All fields and acreage are based on previous plan prepared by Edward E Davis s'
with Columbus SWCD, have
there he been no chap _ ges made to this plan other
than the addition of notional cro . The small grain behind the bermuda is s
optional.
.This producer has more than enough acres for waste utilization than required.
To maiintain a deficit this producer is required to Elani 25 acres in any 1 of the crops
shown on pages 3 a or b excluding the cover crop and small grain.
•
7of8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: J & L Farms
Owner: Larry Willoughby
Manager:
Owner/Manager Agreement:
i/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. Uwe know that any expansion to the existing design capacity •
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWO before the new 16
animals are stocked.
Uwe understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment •
must be available at the appropriate pumping time such that no discharge occurs from the lagoone
In the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land 4-
according to this plan at the appropriate times and at rates which produce no runoff. •
This 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. y
Name of Facility Owner: Larry Willoughby
Signature:
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist: Toni W. Kin
Affiliation: Murphy -Brown, LLC.
Address: 2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone: [phone]
Signature:-�..t.
8of8
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EN-MERGENCY ACTION ;'
PHOv-E NUMBERS
DWQ IM-393-3400
ENMERGENCY 'MANAGEMENT SYSTENI 9 11
SWCD 910- bLl�- a34 8
ivRCS gto-692-2-348f
V
This plan will be implemented in the event that wastes from your operation ar6,le
king,
overtlowinQ, or running off site. You should not wait until wastes reach surface
aters or
leave your property to consider that you have a problem. You should make every
fiort to
ensure that this does not happen. This plan should be posted in an accessible loc ion for
all employees at the facility. The following are some action items you should tat,'.
1. Stop the release of wastes. Depending on the situation. this may or may noV'
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. tvlake sure no surface water is entering lagoon.
B: Runoff from waste application field -actions include:
vi.
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
A.A.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
;�..
C: Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to 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. tush systems. or solid separators.
Dec--nibe- I ti 1110(t

6: Contact the technical specialist who certified the lagoon (MRCS. Consulting?
En�_ineer. etc.) :
r•
a. Name: er
b. Phone: 9 lam- 6 g - Z34 $
7: Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system. and reassess the waste management plan to
keep problems with release of wastes from happening again.
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Version —November 26, 2018
Mortality fV7',4na9ement Methods
Cam- 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.
El F-1 Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
ElRendering at a rendering plant licensed under G.S. 106-165.7.
Complete incineration according to 02 NCAC 52C .0102.
aa 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.
a 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).
aAny method which, in the professional opinioniof 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.
I e,
A2_6:04tignature of Far w er/ anager
AO laeOA4-yl� -
natur of Technical Specialist
- --. '0?0-a444
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Date

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U. S. DEPARTMENT OF AGRICULTURE
SCS-ENG-538 SOIL CONSERVATION SERVICE
Raw. 5-70
SOIL INVESTIGATION'TO DETERMINE SUITABILITY. OF PROPOSED POND SITE
FARMER'S r l �+
NAME �- •, COUNTY C / •, b
DATE Z 0 r+ ' WORK UNIT
S. C. S. PHOTO SHEET NO.
N.
WATERSiIED AREA MEASUREMENTS
CROPLAND ACRES PASTU ACRES
ACRES TOTAL ACRES POND CLASS WORK •UNIT CONSERVATIOivIST
WOODLAND rOx. scale I" s feet
SKETCH OF PROPOSED POND SHOWING WHEREe Point. in centerLocate line of andFld nN/�v MADE fIP
illlnNu
I111��!_
SHOW BORING NUMBER AND PROFnZ
at ea and bor+ow Pit bodnoi • tNarata with wrBaQt nd tGu
DEPTH Mastte and splthrap bortnos Rrst • MmDonded danrsite borinpt�who+ ^"rsssd�l Shan waM tobia deaaHons
■
�m
®l�i■I ■oil
ME �■t �■1■ ■01111■1■ ■■1■4■�■.■ ■�

U. S:.Department of Agriculture NC-ENG-34
Soil Conservation Service September 1210
File Code: 210
. HAZARD CLASSIFICATION DATA SHEET FOR
Landown i County
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam Ft. Length of Flood Pool --Ft-
Date of Field Hazard Investigation_ -->-_
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
*; st..E ev. : s evat ion
4: : Kind of :Improvements of Breach
Reach: Length: Width: Slope:. Land Use ,Improvements_ Above :Floodwater Above
Flood Plain: Flood Plain
Ft.. Ft... Ft. s Ft.*
:
1
2 '
3
Describe potential for loss of life d damage to existing or probable future downstream
improvements from a sudden breach
1 otL
Hazard C assfication of A
Classificatio (I II,
1
a, b, c) (see NEM-Part 520.21) ;E2
III, IV, V)
Concurred By tit e
name
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date /_/-- - ` � �—
Date

JV 0' L14 V. J00
X Rev. 5-70
U. ,. UCYAK1 MtN1 Ur AUKIL,ULI UKt
SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED Por4D SITE
FARNIER'S NAMF2gr : old ail DISTRICT _
DATE l0-'rZ- 12 COUNTY ilsrt crfS
S. C. S. PHOTO SHEET NO..__ _ WORK UNIT
WATERSHED AREA MEASUREMENTS
SCROPLANU ACRES PASTURE ACRES
WOODLAND ACRES TOTAL ._ ACRES POND CLASS WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE, MADE (Approx. scale I'1 ---feet)
Locate reference point in center line of dam and Identify an sr{etch.
--
447
-
-
r,
IN
SHOW
DEPTI I
Sie`AI.F,
BORING NUMBER AND PROFILE -
Make and last dam -site and spillway borings fist - then ponded area arid borrow pit borings - separate with vertical red line.
'ontinved on back w necessary) Show wafer ta67e a/ions on dam -site borings.
a
--26__g-. -g_ 1- -I$- 13- -1 -F 48.49-
—
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Lei.�-
BORINGS MADE BY41 Wle) D • SIGNATURE & TITLE
IL

I` _ 85 Boat
es � -�.` - _. .... .,�_- w. Ramps
„ -
•.Lei Woos
go ,
4— 3817
4 d4• � eY � •' '�'• '/ /
Sandpit��m� Y
01
e•
i4• .
i + V f
4• 'g.L 4r y_ "_� - z,,6 w� „4•7 .W. �•,w yyi/ �., � 105
Ah
• _a.`W �� - y� _wY r N - �Ow� rem �f
�i .i. +.4'. ,,, _4'!es '�` r. u4+� o..n.� �.. � .�•� • +e�i.u•1 / .� 1516 �/'\� �•
-AGOL.
- ;•.�99a em,` - '- - I • - -- aB15
:Jones
Cam ` I
_ ... .....__-. �.RM 10z \\
Ceti _ -- - - -
\_� Cem • _- `� I — 03
• • �15U9) . r. 4` .y,. \� yv '\n.. �� . 100 W 41
lk
reL ` +
�— —
3013
C17-z T�. Fie
l/ o
O' — i 1
4P \ \ G
r
<P \�J `\� :.Cem , ! Ro;✓
t $
� �� --- �`� _--- ---•� -104
;4�\ 4 - -��- - --- 3B12
•9 f 1510} . ) ... ' i.
`D t
Roullh /1 -n
h Imo~ —1� liay�

TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems. below)
UNIFIED CLASSIFICATION USDA CLASSIFICATION'
GW-Welk graded gravels; gravel, sand. mix g-gravel.
r =:= GP - Poorly graded gravels s -sand
GM -Si gravels; gravel -sand -silt mix vfs -very fine sand...
GC -Clayey gravels; gravel -sand -clay mix sl -sandy loam
SW -Well graded sands; sand -gravel mix fsl-fine sandy loam ,
SP-Poorly graded sands 1-loam
SM-Silty sand gl-.gravelly loam
SC -Clayey sands; sand -clay mixtures' si - silt'
ML - Silts; silty. v. fine sands; sandy or clayey silt sil -silt loam
CL-Clays- of low to medium plasticity CI -clay loam
CH -Inorganic clays of high plasticity sic11-silty clay loam
MH -Elastic silts scl -sandy clay loam
OL-Organic silts and silty clays, low plasticity sic -silty clay
OH -Organic clays, medium to high plasticity c-clay
1. Suitable material for embankment is available D Yee o fomt«r• on rh. akNde on
- W -id side)
/ s*' sa+oTerq / -• tu�'T1, • •• pocXeTs..--
.. -"REMARKS• -1 a9 oo•i ... 4 yea . _.coda.ris7-'�.. �
. .p� ....SG f',-o•''► - ' 2 -fir k _
Tlr • S
BVCY exe4otTed on d I ihed w;T4
SG 'rrlaTC�iR'I lv45 LocaTrc�. %n.. an 42ciJa<ehr"../�'i�.%r
Ezplain bazarda requiring special attention in design (Sewme. syrbw.-n * eh) -
} GENERAL REMARKS:
21 e
24 126 26 127 28 129 1301131113211331134'1136113611,37 1138 J1 39114011411 42 431144 46 1461147 481491160 1161

--
--- ••- • -•-••• •�•. ... vn,n,.
nnn �.w
vAU LIIUUU61
Ll t4UlU*
Tyne of
Animal Rate-
La000n
Liauid ApO ication
Rate++
Minimum
Land
Area for
Liquid
Aoolication
ProductionUnit
Limiting
--------------------------------------------
------------------------------------------
Uni t
Nutrient
----Grain---
---Brazed
Pasture--- Havland
-----Grain---
---Grazed
Pasture---
Havla
^-�
Cereal
Corn '
Fescue
---Tifton44 Bermuda-
Cereal
Corn
Fescue---Tifton44
Beraud
----range---
control
----ranae---
control
-----------------irrigated
l----------------
------------------irrigated Q--------------
1 N/ac/yr =
100
150
200
275
325
400
100
150
200
275
325
4
1 P205/ac/vr =
50
60
75
75
85
100
50
60
75
75
85
1
----------------------------------------------------------------------------------------------------------------------
i K20/aclvr =
80
100
!00
225
260
300
BO
100
100
225
260
s-
,G a S/irrv,T
----------------
inches/year
----------------
----------acres/animal
unit caaacity-------
30
Yeanlina-to
Der hd N
1.5
2.2
2.9
4.0
4.8
5.9
.0048
.0032
.0024
.0017
4.13P
.06
feeder
capacity P205
1.3
1.5
1.9
1.9
2.l
2.5
,005b
.0047
,0037
.0037.00
K20
.80
1.0
1.0
2.2
2.6
3.0
.0088
.0070
.0070
.0031
.0027
.00
135
Feeder -to
oar hd N
1.5
2.2
2.9
4.0
4.8
5.9
.023
.015
.012
.0085
.0072
.00
Finish
capacity P205
1.3
1.5
1.9
1.9
2.1
2.5
.027
.023
.018
.018
.016
.0
K20
.80
1.0
1.0
2.2
2.6
3.0
.043
.034
.034
.015
.013
.0
* 3 3
Farrow -to
oar saw N
2.2
3.3
4.4
6.1
7.2
8.8
.054
.036
.027
.019
.016
.0
Neanlina
P205
1.9
2.3
2.9
2.9
3.2
3.8
.062
.052
.042
.042
.037
.0
K20
1.2
1.5
1.5
3.4
3.9
4.5
.090
.079
.079
,035
.030
.01
Farrcw;to
der sow H
2.2
3.3
4.4
6.1
7.2
G.8
.065
.043
.032
.023
.02t?
.0
Feeder
P205
1.9
2.3
2.9
2.2
3.2
3.8
.075
.063
.050
.050
.044
.0:
K20
1.2
1.5
1.5
3.4
3.9
4.5
.12
.045
.095
.042
.036
.0:
C
farrow-ta
der sow N
1.5
2.2
2.9
4.0
4.8
5.9
.26
.18
.13
1096
.081
.01
.-
Finish
P205
1.3
1.5
1.9
1.9
2.1
2.5
.31
.26
.20"•
.20
.18
K20
.80
1.0
1.0
2.2
2.6
3.0
.48
.39
.39
.11
.15
} References: Biological and Aaricultural
Enoineerina
Oeoartment.
North
Carolina State
University_.
Jan 19H
North Carolina Agricultural
Chemicals
Manual
Potash Institute
of
North America
.
it N leaching and denitrification and P205
soil immobilization
unaccounted
for.
,3.s Sr Z i� 01� ♦ s� = S �3 4c, o

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-► , �.1, •
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USDA Soil Conservation Service
112 West*8mith Street
Whitevi||e, NC 28472
November 6, 1992
Mr. Larry & Jerry Willoughby
SR 1516 Gennon's Crossroads Community
Columbus County, North Carolina
The Soil Conservation Service has reviewed the waste management plan
prepared by Mr. Don Butler with Carro||/s Foods, Inc. In addition to
some minor pen -ink changes shown in the plan we recommend the following:
(1) Consider changing the lagoon location to adjacent field to
utilize better soils condition for construction - sandy clay
material available.
"
(2) The ^istance to nearest house (other than owners) is 850'. We
suggest locating 1,000'-2000' if possible. Note: 750' is SCS
O}inQgM distance.
(3) An AD-1026 (Wetland Determination) should be initiated at local
ASCS office because some land clearing will be needed to construct
pad in present plans. This will provide you with record.
(4) The 2 Vastm utilization plan should be revised to not include 275
units of nitrogen on Torhunta soils. Coastal Bermuda grass not
recommended on Torhunta soils by SCS.
(5) The contractor should be made aware of the potential construction
problems with excavation and back filling of clay material in poorly
graded sands.
If additional SCS assistance is needed please contact me.
Sincerely,
^ ^
Brack Williams
District Conservationist
Ph. 919-642-2348

•; � � �•
Best Western Premiere Inn
—'
Hwy. 701 Bypass
Whiteville, NC 28472
'
919/642-BEST
,
47
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2.
"Best Western is the world's largest chain of Independently owned and operated hotels, motor inns and resorts"

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1� TABLE OF CONTENTS
4icinity Map .............................................. 1
-ASCS Field Map ............................................ 2
vSoils Map ................................................. 3
vSoil Investigation Worksheet 4
vWaste Treatment Plan .................. 4.0................. 5
Waste Utilization Plan .................................... 6
-Operation and Maintenance Plan . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
Construction Specifications For Lagoon 8
"Seeding Plan (Farm Site) ....................... 4........ 0. 9
,Computer Drawing of Existing Ground ......................010
Existing Elevations ....................................... II
Lagoon Cross Section Diagram..............................12
Computer Drawing of Proposed Lagoon 8 Building Pad ........13
`Site Balance Report.......................................14
Computer Drawing - All Data - Proposed ....................15
Computer Drawing - Contour Lines ...I......................16
Computer Drawing - Sloping Lines .....................0..0.17
CComputer Drawing - Blow-up of Lagoon Corner ...............18
Building Pad Elevations ............. ......:.... ........ ...19
vComputer Cross Section - Existing - Proposed - Balanced ...20
Facility Overlaid on•Existing Topq Map ....................21
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Operator:) & L WILLOUGHBY County: COLUMBUS
Distance to nearest residence (other than owner):
1. STEADY STATE LIVE WEIGHT
Date: 10/27/92
=9,0-eet
0
sows
(farrow to finish)
x
1417
lbs.
= 0
lbs
0
sows
(farrow to feeder)
x
522
lbs.
= 0
The
0
head
rfinishing only)
x
135
lbs.
= 0
lbs
0
sows
(farrow to wean)
x
433
lbs.
= 0
lbs
3552
head
(wean to feeder)
x
30
lbs.
= 106560
lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 106560 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
00
Volume = 106560 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW
Volume = 106560 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet ; "owner requests no sludge storage.
Sludge will be removed as needed."
4. TOTAL DESIGN VOLUME
Inside top length 220.0 feet ; Inside top width 135.0 feet
Top of dike at elevation 50.0 feet
Freeboard 1.0 feet ; Side slopes 3.0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 49.0 feet
Bottom of lagoon elevation 40.0 feet
Seasonal high water table elevation-44=;*:-feet
y& o ,���
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 214.0 129.0 9.0
AREA OF TOP
LENGTH * WIDTH =
214.0 129.0
AREA OF BOTTOM
LENGTH * WIDTH =
160.0 75.0
27606.0 (AREA OF TOP)
12000.0 (AREA OF BOTTOM)
AREA OF MIDSECTION
-� LENGTH * WIDTH * 4
_ 187.0 102.0 76296.0 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM0 * DEPTH/6
27606.0
76296.0 12000.0 1.5

t
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 173853 CU. FT.
5. TEMPORARX STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
220.0 135.0 29700.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 29700.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 106560 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 26023 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 recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 17325.0 cubic feet

storm
5D. Volume of 25 year - 24 h7o)
7. s�
Volume = inches / 12 inches per foot * DA
Volume = cubic feet
t
TOTAL REQUIRED TEMPORARY STORAGE
5A. 26023 cubic feet
.
.-. 5S. 0 cubic feet
5C. 17325 cubic feet
5D. 3g339 cub c feet
TOTAL cl feet
6. SUMMARY
feet
Total required volume cubic
Total design volume avail. 173853 cubic feet
•
Min. req. treatment volume plus sludge accumulation
106560 cubic feet
At elev. 46.4 feet I Volume is 108823 cubic feet
(end pumping)
Total design volume less 25yr-24hr storm is 156528 cubic feet
At elev. 48.3 feet ; Volume is 155029 cubic feet
(start pumping)
Seasonal high water to le elevation AE feet
7. DESIGNED BY¢ boA\ APPROVED BY:
( DATE: DATE:
f Ur t�1 �- I�'-
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
r

K
SPECIF`LCATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------
clearing:
All trees •and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. All stumps and roots exceeding one (1)
inch in.diameter shall be removed to a minimum depth of one (1)
foot. 'Satisfactory disposition will be made of all debris. The
foundatiolh area shall be loosened thoroughly before placement of
embankment material.
Cut-off'Txench:
---------------
A cut-off"trench (when specified) shall be installed as shown in
the plans.
Construction:
-------------
Construction of excavated and earthfill areas shall be performed to
the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall not be placed
in standing water and reasonable compaction of the fills shall be
performed by the construction equipment or sheeps-foot roller during
placement. The embankment of the lagoon shall be installed using
the more, impervious materials. Construction of fill heights shall
include ten (10) percent for settlement. To protect against seepage,
when areas of unsuitable material are encountered, they will need to
be excavated a minimum of one (1) foot below grade and backfilled and
compacted with a suitable material (fe-CL,SC,CH). Refer to the soils
investigation information in the plans for special considerations.
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
1. � � l�"`y < e �'r a .C.- %-'"� c��: ti.e-•
Vegetation: ��� e `1
�i1- �T s' c� 114
,
-----------
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction.

SEEDING RECOMMENDATIONS
------=----------------
AREA VO BE SEEDED: 1.0 ACRES
USE *E SEED MIXTURE INDICATED:
0 LBS. FESCUE GRASS S 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0 LBS. 'PENSACOLA' BAHIA GRASS S 60 LBS./ACRE
.' (SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 30
8 LBS. HULLED BERMUDA GRASS S 8 LBS./AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0 LBS. RYE GRAIN S 30 LBS./ACRE (NURSERY FOR FESCUE)
• 0 LBS. RYE GRASS S 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
1000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
2 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
1.0
100 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
ORS;MILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS../ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

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�,
Operator:J & L WILLOUGHBY County: COLUMBUS
Distance to nearest residence (other than owner):
1. STEADY STATE LIVE WEIGHT
Date: 10/27/92
0
sows (farrow to finish)
x
1417
lbs. =
0
lbs
0
sows (farrow to feeder)
x
522
lbs. =
0
lbs
0
head (finishing only)
x
135
lbs. =
0
lbs
0
sows (farrow to wean)
x
433
lbs. =
0
lbs
3552
head (wean to feeder)
x
30
lbs. =
106560
lbs
TOTAL STEADY STATE
LIVE
WEIGHT
(SSLW) =
106560
The
2. MINIMUM REQUIRED TREATMENT VOLUME
OF
LAGOON
�tiC
� �iY✓Jr�st
1
Volume = 106560 lbs. SSLW
x Treatment
Volume(CF)/lb.
SSLW
�� r
Treatment Volume(CF)/lb. SSLW=
1 CF/lb. SSLW
Volume = 106560 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet ; "Owner requests no sludge storage.
Sludge will be removed as needed."
--�4. TOTAL DESIGN VOLUME
Inside top length 220.0 feet ; Inside top width 135.0 feet
Top of dike at elevation 50.0 feet
Freeboard 1.0 feet ; Side slopes 3.0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 49.0 feet
Bottom of lagoon elevation 40.0 feet
Seasonal high water table elevation feet ��
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 214.0 129.0 9.0
AREA OF TOP
LENGTH * WIDTH =
214.0 129.0
AREA OF BOTTOM
LENGTH * WIDTH =
160.0 75.0
27606.0 (AREA OF TOP)
12000.0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
187.0 102.0 76296.0 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM()
27606.0 76296.0 12000.0
DEPTH/6
1.5

VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL =
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
220.0 135.0 29700.0 square feet
0.
173853 CU. *T.
i
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 29700.0 square feet
Design temporary storage period to be 180 days.
•
5A. Volume of waste produced •
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 106560 Lbs. SSLW * CF of Waste/Lb./Day * 180 day •''
Volume = 26023 cubic feet
5B. Volume of wash water e
This is the amount of fresh water used for washing floors or volum
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
•
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
Sc. 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
.r
Volume = 17325.0 cubic feet

.o
5D. Volume of 25 year - 24 hoy l storm
•
�W7 s�
•
Volume = --,=;4 inches / 12 inches per foot * DA
a i `l- �jtd
�
r..
Volume = cubic feet'
"
I.F,
TOTAL REQUIRED TEMPORARY STORAGE
5A. 26023 cubic feet
•.
5B. 0 cubic feet
5C. 17325 cubic feet"
*.
-�' 5D. -13322 cub c� feet
TOTAL cub feet
6. SUMMARY
y»
feet
'
Total required volume cubic
•
Total design volume avail. 173853 cubic feet V
Min. req. treatment volume plus sludge accumulation
106560 cubicfeet
At elev. 46.4 feet ; Volume is 108823 cubic feet
(end pumpin}
Total design volume less 25yr-24hr storm is 156528 cubic feet !.
At elev. 48.3 feet ; Volume is 155029 cubic feet
(start pump ng)
Seasonal high wateStake elevation sue -feet ��
I
f[ p i",7.
DESIGNED BY: �J'�APPROVED BY:
J
DATE: !.(� r a 1 �� DATE:
1A
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN

)�_rator:,TERRY�WILLOUGHBY County: COLUMBUS
)istance to nearest residence (other than owner):
L. 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.
3552
head
(wean to feeder)
x
30
lbs.
Describe other :
Date: 07/07/94
0.0 feet
= 0
lbs
= 0
lbs
= 0
lbs
= 0
lbs
= 106560
lbs
0
Total Average Live We1g =
>.. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
106560 lbs
Volume = 106560 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 106560 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
1. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 220.0
Inside top width (feet)---------------------- 135.0
Top of dike elevation (feet)----------------- 55.6
Bottom of lagoon elevation (feet)------------ 45.6 ,--
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 3.0 : 1
Total.' esign volume using prismoidal formula
SS/ D1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
1.0 3.0 3.0 3.0 214.0 129.0 9.0
AREA OF TOP
LENGTH * WIDTH =
211.0 129.0 27606 (AREA OF TOP)
.6
AREA OF BOTTOM
LENGTH * WIDTH =
160.0 75.0 12000 (AREA OF BOTTOM)
I
AREA IF MIDSECTION
LEN TH * WIDTH * 4
18 :.0 102.0 76296 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMt * DEPTH/6
27606.0 76296.0 12000.0 1.5
Total Designed Volume Available = 173853 CU. FT.

TEMPORARY STORAGE REQUIRED
•
r
DRAIN.E AREA:
Lagoon; (top of dike)
Len th * Width =
22 .0 135.0 29700.0 square feet
Buildi'ngs (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 29700.0 square feet
Design temporary storage period to be 180 days.
iA. Volume of -waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 106560 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 194650 gals. or 26022.7.cubic feet
ir-- Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume,= 0.0 gallons/day * 180 days storage/7.48 gallons
Volume = 0.0 cubic feet per CF
iC. 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 = 17325.0 cubic feet
P

5D. Volume of* 25 year - 24 hour storm C ��
9S
Volume = 7-6 inches / 12 inches per foot * DA
/8S6z.s
Volume = llt-25.-t cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
26023 cubic
feet
5B.
0 cubic
feet
5C.
17325 cubic
feet
5D.
'�42-5- cubic
feet
l $sYo3
TOTAL
-6Q,& 3--cubic
feet
5. SUMMARY
Temporary storage period====================>
180
days
Rainfall in excess of evaporation===========>
7.0
inches
25 - 24 hour rainfall==================>
-7
inches
gar
Free oard___________________________________>
1.0
feet
Side slopes=================================>
3.0
: 1
Inside top length===========================>
220.0
feet
Inside top width============================>
135.0
feet
Top of dike elevation=======================>
55.6
feet
Bottom of lagoon elevation==================>
45.6
feet 16r47e
Total required volume=======================>
Ar6-�2-
cu. ft.
Actual design volume========================>
173853
cu. ft.
Seasonal high watertable elevation (SHWT) ===>
a-4
feet
Stop pumping elev.==============------------>
-G--.-8
feet si9
Must be > or = to the SHWT elev.==========>
9-9-feet
¢$-s
Must be > or = to min. req. treatment el.=>
51.6
feet
Required minimum treatment volume===========> 106560 cu. ft.
Volume at stop pumping elevation============> -z 44- cu. ft.
Start pumping elev._________________________> /a6�$-feet
Must be at bottom of freeboard & 25 yr. rainfall=s3•s,9 _z,
Actual volume less 25 yr.- 24 hr. rainfall==> cu. ft.
Volume at start pumping elevation=== ------- - cu. ft.
Required volume to be pumped================> 43348 cu. ft.
Actual volume planned to be pumped==========> +9+4•7 -8- cu. ft.
Min. thickness of soil liner when required==> 1.5 feet
7. DESIGNED BY:,ti,G APPROVED BY: SCS
DATE: 7�i�>f (i( �DATE:'f-
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
w

OPERATION AND MAINTENANCE PLAN
:�. ------------------------------
This lagogji.is designed for waste treatment with minimum odor
control. 'ahe time required for the planned fluid level to be
reached may vary due to soil conditions,flushing operations, and
the amount of fresh water added to the system.
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 runoff from the field or damage
to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see Attachment B)
before land application.
3. Begin pump -out of the lagoon when fluid level reaches eleva-
tion 48.3 as marked by permanent markers. Stop pump -out when
the fluid level reaches elevation 46.4 or before fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) .
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.4
inch per hour.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment,.Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

OPERATION AND MAINTENANCE PLAN SHEET 1 OF 2
This lagoon is designed for waste treatment (permanent storage) and
180-.days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such .as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 53.9 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 51.9 . This temporary
storage, less 25 yr- 24 hr storm, contains 41335 cubic feet or
309187 gallons.
.0
It

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

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2024, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2024.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Certificate Of Coverage Number: AWS240010
2. Facility Name: J&L Farms Inc
3. Permittee's Name (same as on the Waste Management Plan): Jerry Willoughby
4. Permittee's Mailing Address: 905 Paul Willoughby Rd
City: Ever een State: NC Zip: 28438
Telephone Number: 910-648-4492 Ext. E-mail:
5. Facility's Physical Address: 42 J L Farms Rd
City: Evergreen State: NC
Zip: 28438
6.
County where Facility is located: Columbus
7.
Farm Manager's Name (if different from Landowner): Jerry
Willoughby
g.
Farm Manager's telephone number (include area code):
9.
Integrator's Name (if there is not an Integrator, write "None"):
-Murphy-Brown LLC
10.
Operator Name (OIC): Jerry F. Willoughby
Phone No.:
OIC #: 16982
11.
Lessee's Name (if there is not a Lessee, write "None"):
12.
Indicate animal operation type and number:
Current Permit: Operations Type
Allowable Count
Swine - Wean to Feeder
7,104
Operation Types:
Swine Cattle
Dry Poultry
Other Types
Wean to Finish Dairy Calf
Non Laying Chickens
Horses - Horses
Wean to Feeder Dairy Heifer
Laying Chickens
Horses - Other
Farrow to Finish Milk Cow
Pullets
Sheep -Sheep
Feeder to Finish Dry Cow
Turkeys
Sheep - Other
Farrow to Wean Beef Stocker Calf
Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow
Wet Poultry
Gilts Other
Non Laying Pullet
Other
Layers

13. Waste Treatment Lagoons, Digesters and Waste Storage Ponds (WSP): (Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure
Name
Structure Type
(Lagoon/Digester/
WSP)
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1
Lagoon
10/27/1992
Full, clay
173,853.00
29,700.00
19.50
2
Lagoon
7/7/1994
Full, clay
173,853.00
29,700.00
19.50
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.1OC(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
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, solids separators, sludge drying system, waste transfers, etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, 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.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below. (If multiple Landowners exist, all landowners
should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation):
Name (Print):
Signature: _
Name (Print):
Signature: _
Name (Print):
Signature: _
Title: n Ll_-� O-Q-1C
Date: S 'a.R _aq
Title:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636