780032_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: 78-0032 Certificate Of Coverage Number:
2. Facility Name: M shall Ul ,hb�� F�
3. Landowner's Name (same as on the Waste Management Plan): Marsh I Willough-b
4. Landowner's Mailing Address: 454 Gaddy Rd
City: Fairmont State: NC
Telephone Number: 910-628-0102 Ext. E-mail: willow hbv98bellsouth.net
5. Facility's Physical Address: 4 55 Gadd,,' Rd
City: Fairmont State:
6. County where Facility is located: Robeson
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): Marshall B. illouehb�-
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Feeder to Finish
22=92n Types:
NC
Marshall Willow hb
9 L0xt.
PIestaleFarms Inc
Phone No.: 910-628-0102
Allowable Count
4,410
AWS780032
Zip: 28340
Zip: 28340
OIC #: 18208
Swine
Cattle
Dry Poultry
Other Tvaes
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
Sheep - Other
Feeder to Finish
Dry Cow
Turkeys
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Poultry
Gilts
Other
Non Laying Pullet
Other
Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
I
—�@ 8'
19.00
1
r.. e" Q
[ILL7.1
9 6 Ll (6
19.00
1
19.00
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:
A. The most recent Waste Utilization Plan (WUP), signed br 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
15. Odor Control Checklist with chosen best management practices noted
16. 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.
Y 8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, 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: 6---' 116 Q- Title:
c
Signature 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

ROY COOPER
Covemor
MICHAEL S. REGAN
5ecrrrary
LINDA CULPEPPER
Diffl Ctor
Marshall Willoughby
Marshall Willoughby Farm
454 Gaddy Rd
Fairmont, NC 28340
7
NORTH CAROLINA
Environmental Quallty
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
February 27, 2019
APR 012019
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 hit s://d .nc.sov/abouUdivisi ns/water-resources/water-ou lin regional-operations/aor 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 our continued coverage under the State Non-Discharue General Permits. you must submit an imUggion for
Permit cov rage to the Division. Enclosed you will find a 'I', Reques for Certificate of Covers a Facilit Currend Covered b�
Ex irin State onan
-Di charge General Permit." The a licati n form must be completed. signed and reWmed by A dl 2p19,
Please note that von must include one 1 cov f the Certified Anim I Waste Mana ement Plan CAWMP with the
con leted and ned a �lication form. A list of items included in the CAWMP can a found on age 2of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Fay etteville Regional Office, Water Quality Regional Operations Section
Robeson County Soil and Water Conservation District
AFOG Section Central Files - AWS780032
Presta a Farms Inc
y3'� -y : BmIA& DePertrreent of Enviroammental Quality I Division of Water Ressaapes
r Satisbu rg SL 11636 Mail swvme Center I Ra*o- , Monte Caroliiea 27599•1636

Waste Utilization Plan
Producer: Marshall Willoughby County: Robeson
Name of Farm: Marshall Willoughby
Location: 454 Gaddy Road
Fairmont NC 28340
Phone: [phone]
Type of Operation: Feed -Finish
Number of Animal: 4410
Storage Structure: Anaerobic Lagoon
Method of Application: Irrigation
Amount of waste produced per year: 8379 ton/year
Amount of plant available N (PAN) produced/year: 10143 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

Marshall Willoughby
Page 2
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:
Tract No.
Zone No.
Soil Type
Crop
Code
Yield/Ac
Lbs. N
unit
Acres
_ Lbs N
Used
Month to
Apply
Lbs. N
Per Ac.
2590
1
WaB
CB -Hay
5.5
50
5.20
1430
MAR-SEP
275
2590
2
WaB
CB -Hay
5.5
50
6.78
1865
MAR-SEP
275
2590
3
WaB
CB -Hay
5.5
50
6.34
1744
MAR-SEP
275
2590
4
Co
CB -Hay
4.0
50
4.82
964
MAR-SEP
200
2590
5
WaB
CB -Hay
5.5
50
5.50
1513
MAR-SEP
275
2590
6
NoB
CB -Hay
6.1
50
3.10
946
MAR-SEP
305
2590
7
NoB
CB-H2y
6.1
50
3.10
946
MAR-SEP
305
2590
ALL
OS -Ha
1
50
34.84
1742
OCT-MAR
50
Total 34.84 11148 lbs.
Available Nitrogen 10143 lbs.
Surplus or deficit -1005 Ibs.
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

Marshall Willoughby Page 3
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 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 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 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 1588 Ibs. of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years you will have approximately 7938 lbs. of PAN to utilize. Assuming
you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs/acre you will need 26
acres of land. If you apply the sludge to corn at the rate of 125 lbs. of nitrogen per acre you will need 64
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
APR W 1 Z019
"-

Marshall Willoughby
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
2590
1
WaB
CB -Hay
0.6
1.0
2590
2
WaB
CB -Hay
0.6
1.0
2590
3
WaB
CB -Hay
0.6
1.0
2590
4
Co
CB -Hay
0.35
1.0
2590
5
WaB
CB -Hay
0.6
1.0
2590
6
NoB
CB -Hay
0.5
1.0
2590
7
NoB
CB -Ha
0.5
1.0
2590
ALL
OS -Hay
0.4
1.0

Marshall Willoughby
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

Marshall Willoughby 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.
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.
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.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any 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).

Marshall Willoughby 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: Marshall Willoughby
Owner/Manager Agreement Marshall Willoughby
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: Marshall Willoughby
Signature:Date:3
Name of Manager (If different from owner)
Signature: Date:
Name of Person Preparing Plan: G. Glenn Clifton
Affiliation: Prestage Farms, Inc. Phone: [phone]
Address: P.O. Box 438
Clinton, NC 28329
Signature: 04. &_L� Date:

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ROBESON COUNTY
EMERGENCY ACTION PLAN
DIVISION OF WATER QUALITY (DWQ) 910-486-1541
EMERGENCY MANAGEMENT SERVICES (EMS) 910-671-3150
SOIL & WATER CONSERVATION DISTRICT (SWCD) 910-739-5478
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 910~739-5478
COOPERATIVE EXTENSION SERVICE (CEG) 910-671-3276
This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You snoulo
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.
I. Stop the release of wastes. Depending on the situation, this may
or may not be possible. Suggested responses to problems are
listed below:
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam, any
permanent alteration of the dam should be approved by a
qualified technical specialist.
b. Pump wastes to field at an acceptable rate.
c. Stop all additional flow to the lagoon -hold waste in the
house if possible.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -action include:
a. Immediately stop waste application.
b. Create a temporary diversion or berm to contain the
waste.
c. Incorporate waste to reduce further 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 (flushing system) pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
e. Repair all leaks prior to restarting pumps.
D. Leakage from flush system, houses, solids separators -actions
include,",
a. Stop recycle (flushing system) pump.
b. Stop irrigation pump.
c. Make sure no siphon effect has been created.
d. Stop all flows in the house, flush systems, or solid
separators.
e. Repair all leaks prior to restarting pumps.

E. Leakage from base or sidewall of lagoon. Often this is seepage
as opposed to flowing leaks -possible action:
a. Dig a small sump or ditch to catch all seepage, put in a
submersible pump, and pump back into lagoon.
b. If holes are caused by burrowinganimals; trap or remove
animals and fill holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side
walls and the lagoon bottom as soon as possible.
2. Assess the extent of the' spill and note any obvious damages.
a.
Did the waste reach any
surface waters?
b.
Approximately how much was released and for what
duration?
c.
Any damage noted, such as employee injury,
fish kills, or
property damage?
d.
Did the spill leave the
property?
e.
Does the spill have the
potential to -reach
surface
waters?
f.
Could a future rain event
cause the spill
to reach
surface waters?
g.
Are potable water wells
in danger (either
on or off of
the property)?
h.
How much reached surface
waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of
Water Quality) regional office, at 910-486-1541, after
hours, emergency number:919-733-3942. Your phone call
should include: YOUR NAME, FACILITY, TELEPHONE NUMBER,
THE DETAILS OF THE INCIDENT FROM ITEM #2 ABOVE, lHE
EXACT LOCATION OF THE FACILITY, AND THE LOCATION OH
DIRECTION OF MOVEMENT OF THE SPILL, WEATHER AND WIND
CONDITIONS. THE CORRECTIVE MEASURES THAT HAVE BEEN =wx
TAKEN, AND THE SERIOUSNESS OF THE SITUATION.
b. If spill leaves property or enters surface waters, cal1
local (ENS) Emergency Management Services at
910-671-3150.
c. Instruct EMS to contact local Health Department.
d. Contact local Soil and Water Conservation District
(SWCD), Natural Resources Conservation Service
(NRCS) office at 910-739-5478 and Cooperative Extension
Service (CES) at 910-671-3276 for advice/technical
assistance.
4. If none of the above works call 911 or the sheriffs Department
and explain your problem to them and ask that person to contact
the proper agencies for you.

5. Contact the contractor of your choice to begin repair of the
problem to minimize off -site damage.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS,
Consulting Engineer, etc.)
a. Name:
b. Phone:
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.
S. If you are a contract swine grower associated with a swine
company integrator, contact the company representative at
1-910-592-5771

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Liquid Systems
Flush Gutters ­ o Accumulation of solids flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
O Remove bridging of accumulated solids at
discharge
Lagoons and Pits • Crusted Solids let —Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -
8 inches over more than 300/9 of surface.
Excessive Vegetative e Decaying vegetation Maintain vegetative control along banks of �� T
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along watees edge on impoundment's perimeter.
Feeders • Feed Spillage O Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
mulation of decaying wastage.
Cleanup spillage on a routine basis (e.g., 7 - 10
day interval during summer; I3-30 day interval
during winter).
Feed Storage • Accumulations of feed residues C3 Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.
AMIC -November 11, 1996, Page 1

Swine Farm Waste kjanagement Odor Control Checklist
Source Cause LLY QMPs to Minimize Odor Site Specific Practices
Fafmitead Swine production vegetative or wooded buffers;
0-- ecommended best management practices;
G]'Good judgment and common sense
Animal body surfaces
a Dirty manure -covered animals
O Dry' floors '
Floor surfaces
• Wet manure -covered floors
13 Slotted floors;
O Waterers located over slotted floors;
13 Feeders at high end of solid floors;
O Scrape manure buildup from floors;
t] Underfloor ventilation for drying
Manure collection pits
a Urine;
P Frequent manure removal by flush, pit recharge,
a Partial microbial decomposition
or scrape;
O Underfloor ventilation
Ventilation exhaust fans
c Volatile gases;
Er Fan maintenance;
Dust
W-'—Efficient air movement
Indoor surfaces
Dust
Washdown between groups of animals; �~
O Feed additives;
P/ Feeder covers;
CFecd delivery downspout extenders to feeder
covers
Flush tanks
Agitation of recycled lagoon
O Flush tank covers;
liquid while tanks are filling
O Extend rill lines to near bottom of tanks with
anti -siphon vents
wastewater 0 Underfloor flush with underfloor
conveyance
Pit recharge points a Agitation of recycled lagoon O Extend recharge lines to near bottom of pits
liquid while pits are filling with anti-siplion vents
Lift stations a Agitation during sump lank Sump tank covers
n
filling and drawdown 1-1
Outside drain collection • Agitation during wastewater Box covers
or junction boxes conveyance
AMOC - November 11, 1996, Page 3

Version —November 26, 2018
Mortality Management Methods
-a rt•
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. 1 2aig
APR �
Primary Secondary Routine Mortality
a Burial three feet beneath the surface of the ground within 24 hours of know) _. � " M *Cal
death. The burial must be at least 300 feet from any flowing stream or public dye f '` nwater
(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.
© L___.J Rendering at a rendering plant licensed under G.S. 106-168.7.
MComplete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
a❑ Any method which, in the professional opinioniof the State Veterinarian, wouldmake possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
QMass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance_
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be�done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager Date
Signature of Technical Specialist Date

t..
t
Operator:Marshall WilloughbCounty: Robeson Date:
05/10/94
Distance to nearest residence (other
than owner): 1200.0
feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
x 1417 lbs. -
0
lbs
0 sows (farrow to feeder)
x 522 lbs. -
0
lbs
4410 head (finishing only)
x 135 lbs., =
595350
lbs
0 sows (farrow to wean)
x 433 lbs. =
0
lbs
0 head (wean to feeder)
x 30 lbs. -
0
lbs
Describe other
0
Total Average Live Weight =
595350
lbs
2. MINIM{..'M REQUIRED TREATMENT VOLUME
OF LAGOON
Volume = 595350 lbs. ALW x
Treatment Volume(CF)/lb.
ALW
Treatment Volume(CF)/lb. ALW
= 1 CF/lb-. ALW
Volume = 595350 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION SWSe. At-t1l"
ft4t C.omQute.� at
owne-rg raqueat� Ree..aua
Sltte:�� as
Volume = 0.0 cubic feet
nee d a d.
-;. TOTAL'DESIGNED VOLUME
Inside top length (feet)--------------------- 530.0
Inside top width (feet)---------------------- 190.0
Top of dike elevation (feet)----------------- 53.0
Bottom of lagoon elevation (feet)---------_-- A0.0
Freeboard (feet) ----------------=------------ 0
1 .
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 3.0 524.0 184.0_•2.0
AREA OF TOP
LENGTH * WIDTH =
524.0 184'.0, 96416 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
452.0 112.0 50624 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
488.0 148.0 288896 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
96416.0 288896.0 50624.0 2.0
Total Designed Volume Available = 871872 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
530.0 193.0 102290.0 square feet
Buildings (roof- and lot water)
0.0 square feet Describe this area.
TOTAL DA 102290.0 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 = 595350 lbs. ALW/135 lbs. ALW * 1.37 gal/.day 180. days
Volume = 1087506 gals. or 145388.5 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 recirculat
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'= 59669.2 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 59669.22 cubic feet
S
TOTAL REQUIRED TEMPORARY STORAGE �y•�.,
5A. 145389 cubic feet
5B. 0 cubic feet
5C. 59669 cubic feet
5D. 59669 cubic feet
TOTAL 264727 cubic feet
i. SUMMARY
Temporary storage period____________________> 180 datTs
Rainfall in excess of evaporation=====______> 7.0 inches
25 year - 24 hour rainfall__________________> 7.0 inches
Freeboard_________________________________ _> 1.0 feet
Side 3.0 1
Inside top lengCh___________________________> 530 0 feet
Inside top _> 190.0 width=====______________________
`�' --- feet
Top of dike elevation_______________________> 53.0'feet
Bottom of lagoon elevation__________________> 40.0 feet
Total required volume_______________________> 860077 cu. ft.
Actual design volume________________________> 871872 cu. ft.
Seasonal high watertable elevation (SHWT) _=> feet gc�f,p
Stop pumping elev.__________________________> 48.9 feet
Must be > or = to the SHWT elev.====___===>ar.feet
Must be;�'> or = to min. req. treatment el => 46.0 feet
Required minimum treatment volume=====______> 595350 cu. ft.
Volume at stop pumping elevation -------- 593037 cu. ft.
Start pumping elev._________________________> 5..3 feet
Must be at bottom'of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24-hr. rainfall==> 812203 cu. ft.
Volume at start pumping elevation=====______> 805417 cu-. ft.
Required volume to be pumped______________=_> 205058 cu. ft.
Actual volume planned to be pumped=====_____> 212381 cu. ft.
Min. thickness of soil liner when required==> 1.9 feet
DESIGNED BY:901" APPROVED BY:�
DATE: S' -/ o - y DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

C�
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2e�ec//t eo
tJ
btoo S ♦ob y} v b g }oo
o Eti� ��sf
q�kc MY
Ele ✓ jw
10
FIGr .ilA Ter St rA /
+ ale,. S1.5
` Itag in P✓.,P;"f
J
l , Per.- S}ors�e
i
1.9 f+ *h;ck coml0art+eo( c6-1 I;,.Ir
tttaclBcl +Nhere wegk xv. materialz
'rOvnpi.
Elc✓ 4fi.D _—
Line 3tod
F E p g A
Its'I EIa✓.53.0
Temp ',Storage Ele✓ Qo
.3
`;� � � Pi n�.Ster. ale✓ 'F6•q
Clay l;,vfn Res

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
-----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and -building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shad be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free -of material such as sod, roots, -frozen" soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable; excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose -and prior t-o compaction:. Each layer
will be compacted by complete doverage with the hauling and spreading
equipment or standard -tamping roller or other equivalent method.
Compaction -will be considered adequate when fi-11 material is observed
to consolidate to the point. that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required.
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SMALL BE 1-.9 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES "'OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY -THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as -measured
perpendicular to the -finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION I& THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
-=---------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free -of material.such as sod, roots,,frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable; excavated materials can be used as fill. The fill
shall be brought up in approximately hori`ontal layers not to exceed 9
inches in thickness when loose -and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard -tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to. consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS. IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required -
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1,.9 ft.
------ -------------------------------------------------
NOTE: LINERS (PARTIAL.OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY'THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as -measured
perpendicular to the -finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN.THE PLANS FOR SPECIAL
CONSIDERATIONS.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 3.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 TBS. (NURSERY FOR FESCUE)
0.0 LES. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACpE'
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH- 15 TO JUNE 15
I.0 LBS. FL`LLED COMMON BERMUDA GRASS AT 8 LES./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS.'UNHULLED COMMON BERMUD.A GRASS AT I0 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
120•-0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATT_ON)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
3000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
6.0 TONS OF DOLOMITIC LIME (? TONS/ACRE)
300.0 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" TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
I. 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.

Ear+h wofk 1�DIvw►�s � /i�ars}+a%� Yyl�Fvv9%Ib�
Paul = .z ? c . wll
To+a► ydi
F; tl
Pad
To+Q►
CL.- �-/F;tl Aq+;o 1.3/1.0

US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
Marshal 1 W1 1 1coucZ1zbY
in
Robeson County, North Carolina
Designer : Lanier & Houston Checker
Date : 05/10/94 Date
Lagoon Exc
Volumes
** EXCAVATION **
Bot
Left
Right
Off-CL
CL
Dist
Area
Volume
Width
SS.
SS
(ft) ;
Sta
(ft)
(SgFt)
(Cu.Yds)
112
3:1
3:1
129.0 ;
54+.7
1347.8
45
2193.1
112
3:1
3:1
129.0 ;
1+00
; 1266.5
100
7267.7
j.12
3:1
3:1
129.0
2+00
1473.7
100
',
127-36.5
112
3:1
3:1
129.0 ;
3+00
1209.4
100
16471.3
112
3:1
3:1
129.r0 ;
4+00
1077.4
100-
20408.7
112
3:1
3:1
129.0 ;
5+00
1048.8
-32
21643.0
112
3:1
3:1129.0
532+.2
1021.0
**
FILL **
Area
Volume
(SgFt)
(Cu.Yds)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0

US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
Marsha 1 1 -W 1 1 oughlZ)y
in
Robeson County, North Carolina
Designer : Lanier & Houston Checker
Date : 05/10/94 Date
Lagoon Profile View
TEMPLATE DATA:
Beginning Elevation = 40
Beginning Station = 5+00
5+00 to 5+00
SECTION NUMBER 1
Centerline Station 5+00
ORIGINAL DATA:
0.0 / 50.1 100.0 / 48.8
500.0 / 47.7 600.0 / 47.1
c\3cl452/3
0.00000 ft/ft
200.0 / 50.4 300.0 / 48.7 400.0 / 47.'

• OH-IFI! Z!?5188 �
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
Ma r sY-.a 1 1 W i 1 1 o ug%3ba7
in
Robeson County, North Carolina
Designer : Lanier a Houston Checker
Date : 05/10/94 Date
Lagoon Exc Volumes
TEMPLATE DATA:
Beginning Elevation = 40
Beginning Station = 54+.7
54+.7 to 532+.2 c\3c1112/3
SECTION NUMBER 1
Centerline Station 54+.7
ORIGINAL DATA:
0.0 / 50.9 100.0 / 51.6 200.0 / 49.4
0.00000 ft/ft
300.0 / 45.4 350.0 / 43 . �
SECTION NUMBER 2
Centerline Station 1+00
ORIGINAL DATA:
0.0 / 51.2 100.0 / 51.2 200.0 / 48.8 300.0 / 45.2 365.0 / 44.
SECTION NUMBER 3
Centerline Station 2+00 -
ORIGINAL DATA:
0.0 / 53.5 100.0 / 51.4 200.0 / 50.4 300.0 l 47.5 320.0 / 47.
SECTION NUMBER 4
Centerline Station 3+00
"ORIGINAL DATA:
0.0 / 53.1 100.0 / 50.3 200.0 I 48.7 300.0 / 45.2 330.0 / 43.

LLagaon Exc Volumes (continued) 05/10/94 page 2
SECTION NUMBER 5
Centerline Station 4+00
RIGINAL DATA:
0.0 / 51.7 100.0 / 49.1 200.0 / 47.9 300.0 I 45.3 365.0 / 42.
SECTION NUMBER 6
Centerline Station 5+00
ORIGINAL DATA:
0.0 / 50.1 100.0 / 49.0 200.0 I 47.7 300.0 / 45.0 330.0 / 43.
SECTION NUMBER 7
Centerline Station 532+.2
ORIGINAL DATA:
0.0 / 49.7 100.0 / 48.8 200.0 / 47.5 300.0 / 45.0 330.0 / 43.

US Department of Agriculture
F Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
Ma r s1-1a 1 1 -W 1 1 1 o u gIilby
in
Robeson County, North Carolina
Designer : Lanier a Houston Checker
Date : 05/10/94 Date
Top Left Right Off-CL
Width
SS
SS
(ft)
12
3:1
3:1
60.0
12
3:1
3:1
80.0
_2
3:1
3:1
.80.0
12
3:1
3:1
80.0
12
3:1
3:1
80.0
12
3:1
3:1
80.0
12
3:1
3:1.,
70.0
12
3:1
3:1
110.0
12
3:1
3:1
110.0
12
3:1
3:1
110.0
12
3:1
3:1
110.0
12
3:1
3:1
110.0
12
3:1
3:1
60.0
Dike
Fill
Volumes
FILL
CL
D-ist
Area
Volume
; Area
Volume
Sta
(ft)
(SgFt)
(Cu.Yds?
(SgFt)
(Cu.Yds)
a
0+00
0.0
165.7
152
;
0.0
t
1228.7
1+52
0.0
_
270.8
100
0.0
2201.3
2+52
; 0.0
254.5
100
0.0
3145.8
3+52
; 0.0
255.6
100
0.0
3878.2
4+52
; 0.0
`, 140.0
100-
;
0.0
4595.3
5+52
; 0.0
247.2
1.62
;
0.0
5545.8
7+14
; 0.0
; 69.6
192
;
0-.0
;
5996.3
9+06
0.0
57.1
106
;
0.0
;
6181.0
10+06
; 0.0
; 42.7
100
;
0.0
;
6392.1
11+06
; 0.0
71.3
100
;
0.0
6736.4
12+06
0.0
; 114.7
100
;
0.0
7185.4
13+06
; 0.0
127.8
182
0.0
8174:8
14+88
0.0
; 1.65.7

vu tun of iar �
US D,_eartment of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
Marsha 1 1 W1 1 1 ataghIDy
in
Robeson County, North Carolina
Designer : Lanier & Houston Checker
Date : 05/10/94 Date
Dike Fill Volumes
TEMPLATE DATA:
Beginning Elevation = 53
Beginning Station = 0+00
0+00 to 7+84
d/3c112\3
7+84 to 8+30
d/3c112\3
8+30 to 13+72
d/3c112\3
13+72 to 14+18
d/3cl12\3
14+18 to 14+88
d/3c112\3
SECTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
0.0 / 47.7 100.0 ! 47.1.
SECTION NUMBER 2,
Centerline Station 1+52
ORIGINAL DATA:
0.0 / 47.7 100.0 / 45.0 130.0 / 43.6
SECTION NUMBER 3
Centerline Station 2+52
ORIGINAL DATA:
0.0 / 47.9 100.0 / 45.3 165.0 / 42.1
SECTION NUMBER 4
Centerline Station 3+52
:RIGINAL DATA:
0.0 / 48.7 100.0 / 45.2 130.0 / 43.3
0.00000 ft/ft
0.02170 ft/ft
0.00000 ft/ft
-.02170 ft/ft
0.00000 ft/ft

O
Dike Fill Volumes (continued) 05/10/94
SECTION NUMBER 5
Centerline Station 4+52
.jRIGINAL DATA:
0.0 / 50.4 100.0 / 47.5 120.0 / 47.0
SECTION NUMBER 6
Centerline Station 5+52
ORIGINAL DATA:
0.0 / 48.8 100.0 I 45.2 165.0 f 44.3
SECTION NUMBER 7
Centerline Station 7+14
ORIGINAL DATA:
0.0 / 48.8 100.0 / 50.1
SECTION NUMBER 8
Centerline Station 9+06
ORIGINAL DATA:
0.0 / 48.8 100.0 / 51.2 200.0 / 51.2
`-',TION NUMBER 9
Centerline Station 10+06
ORIGINAL DATA:
0.0 / 50.4 100.0 / 51.4 200.0 / 53.5
SECTION NUMBER 10
Centerline Station 11+06 -
ORIGINAL DATA:
0.6 / 48.7 100.0 / 50.3 200.0 / 53.1
SECTION NUMBER 11
Centerline Station 12+06
ORIGINAL DATA:
0.0 / 47.9 100.0 / 49.1 200.0 / 51.7
SECTION NUMBER 12
Centerline Station 13+06
ORIGINAL DATA:
0.0 / 47.7 100.0 / 49.0 200.0 / 50'.1
page 2

Dike Fill Volumes (continued) 05/10/94
SECTION NUMBER 13
Centerline Station 14+88
12IGINAL DATA:
0.0 / 47.7 100.0 / 47.1 101.0 / 47.1
page 3

US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
Marska.a11 Wi. 11o1AgMby
in
Robeson County, -North Carolina
Designer : Lanier & Houston Checker
Date : 05/10/94 Date - -
-:k**�9c*�t*�E9c�*;k*ici:*�k*�c*�c*�t&*�k�t�tic*�c*�c**#�k9c�k*�'FiFir�ck*�k:k-9:�:kir9k*�F�**k�9c�ci:�r•k9::rictF#9c:k*kk
Top Left Right Off-CL
lidth
SS
SS
{ f t )
480
5:1
5:1
20.0
480
5:1
5:1
20.0
AG
5:1
5:1
20.0
480
5:1
5:1
20.0
480
5:1
5:1
20.0
480
5:1
5:1
20.0
`80
5:1
5:1
?0.0
480
5;1
5:1
20.0
Pad CUT&FILL Volumes
** EXCAVATION **
CL
D-ist
; Area
Volume
Sta
(ft)
(SgFt)
(Cu.Yds)
0+00
0.0
15
t
0.0
0+15
; 0.0
20
0.0
0+35
0.0
40
0.0
0+75
0.0
100
j
100.9
1+75
54.5
10-
120.4
1+85
51.0
-50
246.0
2+35
; "84.6
10
277.4
2+45
84.6
**
FILL *�
Area
Volume --
(SgFt)
(Cu.Yds)-
1554.6
854.1
1520.2
1901.4�
1307.5
3665.3
1073.7
7135.2
800.0
7433.3
810.2
8696.6
554.1
8901.8
554.1

R
,3
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
Marsha 1 1 W i 1 1 o ti q
j hb y
in
Robeson County, North Carolina
Designer : Lanier & Houston Checker _
Date : 05/10/94 Date
Pad CUT&FILL Volumes
TEMPLATE DATA:
Beginning Elevation = 54
Beginning Station = 0+00
0+00 to +15
+15 to +35
+35 to 1+85
1+85 to 2+35
2+35 to 2+45
SECTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
0.0 / 51.7 100.0 / 51.2
500.0 / 49.3 600.0 / 48.5
d/5cl480\5
d/5cl480\5
d/5cl480\5
d/5cl480\5
d/5cl480\5
0,00000 ft/ft
0.00000 ft/ft
0.00260 ft/ft
0,00000 ft/ft
0.00000 ft/ft
200.0 / 51.9 300.0 / 51.3 400.0 / 49.
SECTION NUMBER 2
Centerline Station +15
ORIGINAL DATA: -
0.0 / 51.4 100.0 / 51.2 200.0 f 52.2 300.0 / 51.1 400.0 I 50.
500.0 / 49.4 600.0 / 48.5
SECTION NUMBER 3
Centerline Station +35
ORIGINAL DATA:
0.0 / 51.2 100.0 / 51.2
500.0 / 49.7 600.0 / 48.6
TION NUMBER 4
Centerline Station +75
ORIGINAL DATA:
200.0 / 52.7 300.0 / 52.0 400.0 / 50.

dad"GUT&FILL Volumes (continued) 05/10/94
0.0 / 50.6
100.0
/
51.2 200.0 / 53.5
500.0 / 50.1
600.0
/
48.7 10.0 P 50.6
,.,;:CTION NUMBER 5
Centerline Station
1+75
ORIGINAL DATA:
0.0 / 51.1
100.0
!.
52.5 200.0 / 55.1
500.0 / 49.2
600.0
!
46.5
page 2
300.0 ! 53.1 400.0 / 51.7
300.0 / 54.5 4:00.0 / 5121.5
:SECTION NUMBER 6
Centerline Station 1+85
ORIGINAL DATA:
0.0 / 51.1 100.0 / 52.5 200.0 ! 55.1 300.0 / 54.5 400.0 ! 52.5
500.0 / 49.2 600.0 / 46.5
SECTION NUMBER 7
Centerline Station 2+35
ORIGINAL DATA:
0.0 / 52.3 100.0 / 53.6 200.0 / 55.1 300.0 / 54.9 400.0 ! 53..Q
500.0 / 49.7 540.0 / 48.5
=ION NUMBER 8
Centerline Station 2+45
ORIGINAL DATA:
0.0 / 52.3 100.0 / 53.6
500.0 / 49.7 540.0 / 48.5
200.0 / 55.1 300.0 / 54.9 400.0 / 53.0

X
f
CONSERVATION APPLICATION
AND AGREEMENT
xeeen
Robeson Soil and dater Conservation District
Robeson
County
Marshall 1 h
IOYYNER OR OPtRA TOR) e� L n
°R"" 28398 GUU
iA'mRRgMLNT
I request help from MUMeQR, IACRiff
and water conservation problems m Water Conservation District in solving
source is producing food and fiber my ll want lto do recognize that land is a soil
pro-
tect it. To the best of m what I can to care for and asic re
practices and systems to r abilities I will plan, install and maintain conservation
protect my land from erosion and prevent water pollution.
We, the Supervisors Of the District, will provide technical assistant
�terials
-°-.and supplies as available to help plan, install and maintain
:conservation measures. the needed soil and water
It is mutually agreed that (1) this is a voluntary agreement to work
protect valuable natural resources, (2) final decisions regarding
the responsibility of the lead together to
repre-
sentatives, nor the owner or operator ator will beoliable for any damage
Q Of the land are
(3) neither the District, its Fropertq or personal injury
water conservation ry resulting from the planning or car g tO the other's
will remain in effectounlessunlessterminated b caused by negligence or mis onductng ut of a soil and
party notifying the other. y change Of ownership This agreement
� ,� P or operator or by either
OWNER OR OPERATOR)
(OATS)
Robeson
BY
(SUPERVISOR)
FORM 321
ISSULro 9.76
REVISED 10.go
SOIL AND WATER CONSERVATION DISTRICT
J
� t
!DATE) i
STATE SOIL Q WATER CONSERVATION COMMISSION
P• O. 8OX 27687. RALEIGH NORTH CAROLINA 27611

ptvert water qs shown by ormaeo
Needs : So ' x IS" cop. y.+64 plw+ie p,PB
�• X 15a^+.; Sap co)iar�
0}00 SY I-
1f-0 53.1
F+sr?
a."
s'S6
,S" •3
Y6.2 53 -I& hor+h
SS•2 53-3 Sob a
it
2}ot1
$1'I
2s
1
'�eT
.S2
34
465
rq
SD•6
T)
S3
Se•I
I
SI
9
So
!
y8o)
F+Sa
}
J.
Toro
•1►
o
4ioa '
3+
S2%o
r e ele.+w•
Sih.o
.24 u
\
Sl•2 Sl �}
530' So•j
__
'f9•r�
49•0
50'�
o� iqp.
�otFan elev.
40,0
Sfoo
50•1
b�-
48� 5o.y
O�•o 5►g•9
`F9•q
sd-s
49�
a
'I9•I
b%
0
i4Ot7
deU.
53,0
WO
.2
53
4S
A+Ho
4$.z
6'"
4,7•0
S+Bo
y 3 -3
43'6
y4-3 4z-1
r
G F v Q c l3
Q.

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 51..3 -as.-marked by permanent marker. Stop pump -
out when the fluid leyel..x6aches:'ei
a
gevation
stora less 25—. This temporary
Yr- 24`hr st.or 1533831 contains 205058 cubic feet or
gallons.

SHEET 2 4F 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
agoon mowea annua—y. Vegetation should `-e fertilized- as nee�`e.-
to maintain a -vigorous stand.
o. 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
owlets.
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.

Waste Utilization Plan
Producer: Marshall Willoughby County: Robeson
Name of Farm: Marshall Willoughby
Location: 454 Gaddy Road
Fairmont NC 28340
Phone: [phone]
Type of Operation: Feed -Finish
Number of Animal: 4410
Storage Structure: Anaerobic Lagoon
Method of Application: Irrigation
Amount of waste produced per year: 8379 ton/year
Amount of plant available N (PAN) produced/year: 10143 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

Marshall Willoughby
Page 2
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:
Tract No.
Zone No.
Soil Type
Crop
Code
Yield/Ac
Lbs. N
unit
Acres
_ Lbs N
Used
Month to
Apply
Lbs. N
Per Ac.
2590
1
WaB
CB -Hay
5.5
50
5.20
1430
MAR-SEP
275
2590
2
WaB
CB -Hay
5.5
50
6.78
1865
MAR-SEP
275
2590
3
WaB
CB -Hay
5.5
50
6.34
1744
MAR-SEP
275
2590
4
Co
CB -Hay
4.0
50
4.82
964
MAR-SEP
200
2590
5
WaB
CB -Hay
5.5
50
5.50
1513
MAR-SEP
275
2590
6
NoB
CB -Hay
6.1
50
3.10
946
MAR-SEP
305
2590
7
NoB
CB-H2y
6.1
50
3.10
946
MAR-SEP
305
2590
ALL
OS -Ha
1
50
34.84
1742
OCT-MAR
50
Total 34.84 11148 lbs.
Available Nitrogen 10143 lbs.
Surplus or deficit -1005 Ibs.
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

Marshall Willoughby Page 3
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 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 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 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 1588 Ibs. of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years you will have approximately 7938 lbs. of PAN to utilize. Assuming
you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs/acre you will need 26
acres of land. If you apply the sludge to corn at the rate of 125 lbs. of nitrogen per acre you will need 64
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
APR W 1 Z019
"-

Marshall Willoughby
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
2590
1
WaB
CB -Hay
0.6
1.0
2590
2
WaB
CB -Hay
0.6
1.0
2590
3
WaB
CB -Hay
0.6
1.0
2590
4
Co
CB -Hay
0.35
1.0
2590
5
WaB
CB -Hay
0.6
1.0
2590
6
NoB
CB -Hay
0.5
1.0
2590
7
NoB
CB -Ha
0.5
1.0
2590
ALL
OS -Hay
0.4
1.0

Marshall Willoughby
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

Marshall Willoughby 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.
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.
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.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any 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).

Marshall Willoughby 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: Marshall Willoughby
Owner/Manager Agreement Marshall Willoughby
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: Marshall Willoughby
Signature:Date:3
Name of Manager (If different from owner)
Signature: Date:
Name of Person Preparing Plan: G. Glenn Clifton
Affiliation: Prestage Farms, Inc. Phone: [phone]
Address: P.O. Box 438
Clinton, NC 28329
Signature: 04. &_L� Date:

I. !' V 1
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ROBESON COUNTY
EMERGENCY ACTION PLAN
DIVISION OF WATER QUALITY (DWQ) 910-486-1541
EMERGENCY MANAGEMENT SERVICES (EMS) 910-671-3150
SOIL & WATER CONSERVATION DISTRICT (SWCD) 910-739-5478
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 910~739-5478
COOPERATIVE EXTENSION SERVICE (CEG) 910-671-3276
This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You snoulo
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.
I. Stop the release of wastes. Depending on the situation, this may
or may not be possible. Suggested responses to problems are
listed below:
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam, any
permanent alteration of the dam should be approved by a
qualified technical specialist.
b. Pump wastes to field at an acceptable rate.
c. Stop all additional flow to the lagoon -hold waste in the
house if possible.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -action include:
a. Immediately stop waste application.
b. Create a temporary diversion or berm to contain the
waste.
c. Incorporate waste to reduce further 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 (flushing system) pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
e. Repair all leaks prior to restarting pumps.
D. Leakage from flush system, houses, solids separators -actions
include,",
a. Stop recycle (flushing system) pump.
b. Stop irrigation pump.
c. Make sure no siphon effect has been created.
d. Stop all flows in the house, flush systems, or solid
separators.
e. Repair all leaks prior to restarting pumps.

E. Leakage from base or sidewall of lagoon. Often this is seepage
as opposed to flowing leaks -possible action:
a. Dig a small sump or ditch to catch all seepage, put in a
submersible pump, and pump back into lagoon.
b. If holes are caused by burrowinganimals; trap or remove
animals and fill holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side
walls and the lagoon bottom as soon as possible.
2. Assess the extent of the' spill and note any obvious damages.
a.
Did the waste reach any
surface waters?
b.
Approximately how much was released and for what
duration?
c.
Any damage noted, such as employee injury,
fish kills, or
property damage?
d.
Did the spill leave the
property?
e.
Does the spill have the
potential to -reach
surface
waters?
f.
Could a future rain event
cause the spill
to reach
surface waters?
g.
Are potable water wells
in danger (either
on or off of
the property)?
h.
How much reached surface
waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of
Water Quality) regional office, at 910-486-1541, after
hours, emergency number:919-733-3942. Your phone call
should include: YOUR NAME, FACILITY, TELEPHONE NUMBER,
THE DETAILS OF THE INCIDENT FROM ITEM #2 ABOVE, lHE
EXACT LOCATION OF THE FACILITY, AND THE LOCATION OH
DIRECTION OF MOVEMENT OF THE SPILL, WEATHER AND WIND
CONDITIONS. THE CORRECTIVE MEASURES THAT HAVE BEEN =wx
TAKEN, AND THE SERIOUSNESS OF THE SITUATION.
b. If spill leaves property or enters surface waters, cal1
local (ENS) Emergency Management Services at
910-671-3150.
c. Instruct EMS to contact local Health Department.
d. Contact local Soil and Water Conservation District
(SWCD), Natural Resources Conservation Service
(NRCS) office at 910-739-5478 and Cooperative Extension
Service (CES) at 910-671-3276 for advice/technical
assistance.
4. If none of the above works call 911 or the sheriffs Department
and explain your problem to them and ask that person to contact
the proper agencies for you.

5. Contact the contractor of your choice to begin repair of the
problem to minimize off -site damage.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS,
Consulting Engineer, etc.)
a. Name:
b. Phone:
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.
S. If you are a contract swine grower associated with a swine
company integrator, contact the company representative at
1-910-592-5771

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Liquid Systems
Flush Gutters ­ o Accumulation of solids flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
O Remove bridging of accumulated solids at
discharge
Lagoons and Pits • Crusted Solids let —Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -
8 inches over more than 300/9 of surface.
Excessive Vegetative e Decaying vegetation Maintain vegetative control along banks of �� T
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along watees edge on impoundment's perimeter.
Feeders • Feed Spillage O Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
mulation of decaying wastage.
Cleanup spillage on a routine basis (e.g., 7 - 10
day interval during summer; I3-30 day interval
during winter).
Feed Storage • Accumulations of feed residues C3 Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.
AMIC -November 11, 1996, Page 1

Swine Farm Waste kjanagement Odor Control Checklist
Source Cause LLY QMPs to Minimize Odor Site Specific Practices
Fafmitead Swine production vegetative or wooded buffers;
0-- ecommended best management practices;
G]'Good judgment and common sense
Animal body surfaces
a Dirty manure -covered animals
O Dry' floors '
Floor surfaces
• Wet manure -covered floors
13 Slotted floors;
O Waterers located over slotted floors;
13 Feeders at high end of solid floors;
O Scrape manure buildup from floors;
t] Underfloor ventilation for drying
Manure collection pits
a Urine;
P Frequent manure removal by flush, pit recharge,
a Partial microbial decomposition
or scrape;
O Underfloor ventilation
Ventilation exhaust fans
c Volatile gases;
Er Fan maintenance;
Dust
W-'—Efficient air movement
Indoor surfaces
Dust
Washdown between groups of animals; �~
O Feed additives;
P/ Feeder covers;
CFecd delivery downspout extenders to feeder
covers
Flush tanks
Agitation of recycled lagoon
O Flush tank covers;
liquid while tanks are filling
O Extend rill lines to near bottom of tanks with
anti -siphon vents
wastewater 0 Underfloor flush with underfloor
conveyance
Pit recharge points a Agitation of recycled lagoon O Extend recharge lines to near bottom of pits
liquid while pits are filling with anti-siplion vents
Lift stations a Agitation during sump lank Sump tank covers
n
filling and drawdown 1-1
Outside drain collection • Agitation during wastewater Box covers
or junction boxes conveyance
AMOC - November 11, 1996, Page 3

Version —November 26, 2018
Mortality Management Methods
-a rt•
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. 1 2aig
APR �
Primary Secondary Routine Mortality
a Burial three feet beneath the surface of the ground within 24 hours of know) _. � " M *Cal
death. The burial must be at least 300 feet from any flowing stream or public dye f '` nwater
(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.
© L___.J Rendering at a rendering plant licensed under G.S. 106-168.7.
MComplete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
a❑ Any method which, in the professional opinioniof the State Veterinarian, wouldmake possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
QMass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance_
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be�done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager Date
Signature of Technical Specialist Date

t..
t
Operator:Marshall WilloughbCounty: Robeson Date:
05/10/94
Distance to nearest residence (other
than owner): 1200.0
feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
x 1417 lbs. -
0
lbs
0 sows (farrow to feeder)
x 522 lbs. -
0
lbs
4410 head (finishing only)
x 135 lbs., =
595350
lbs
0 sows (farrow to wean)
x 433 lbs. =
0
lbs
0 head (wean to feeder)
x 30 lbs. -
0
lbs
Describe other
0
Total Average Live Weight =
595350
lbs
2. MINIM{..'M REQUIRED TREATMENT VOLUME
OF LAGOON
Volume = 595350 lbs. ALW x
Treatment Volume(CF)/lb.
ALW
Treatment Volume(CF)/lb. ALW
= 1 CF/lb-. ALW
Volume = 595350 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION SWSe. At-t1l"
ft4t C.omQute.� at
owne-rg raqueat� Ree..aua
Sltte:�� as
Volume = 0.0 cubic feet
nee d a d.
-;. TOTAL'DESIGNED VOLUME
Inside top length (feet)--------------------- 530.0
Inside top width (feet)---------------------- 190.0
Top of dike elevation (feet)----------------- 53.0
Bottom of lagoon elevation (feet)---------_-- A0.0
Freeboard (feet) ----------------=------------ 0
1 .
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 3.0 524.0 184.0_•2.0
AREA OF TOP
LENGTH * WIDTH =
524.0 184'.0, 96416 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
452.0 112.0 50624 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
488.0 148.0 288896 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
96416.0 288896.0 50624.0 2.0
Total Designed Volume Available = 871872 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
530.0 193.0 102290.0 square feet
Buildings (roof- and lot water)
0.0 square feet Describe this area.
TOTAL DA 102290.0 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 = 595350 lbs. ALW/135 lbs. ALW * 1.37 gal/.day 180. days
Volume = 1087506 gals. or 145388.5 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 recirculat
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'= 59669.2 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 59669.22 cubic feet
S
TOTAL REQUIRED TEMPORARY STORAGE �y•�.,
5A. 145389 cubic feet
5B. 0 cubic feet
5C. 59669 cubic feet
5D. 59669 cubic feet
TOTAL 264727 cubic feet
i. SUMMARY
Temporary storage period____________________> 180 datTs
Rainfall in excess of evaporation=====______> 7.0 inches
25 year - 24 hour rainfall__________________> 7.0 inches
Freeboard_________________________________ _> 1.0 feet
Side 3.0 1
Inside top lengCh___________________________> 530 0 feet
Inside top _> 190.0 width=====______________________
`�' --- feet
Top of dike elevation_______________________> 53.0'feet
Bottom of lagoon elevation__________________> 40.0 feet
Total required volume_______________________> 860077 cu. ft.
Actual design volume________________________> 871872 cu. ft.
Seasonal high watertable elevation (SHWT) _=> feet gc�f,p
Stop pumping elev.__________________________> 48.9 feet
Must be > or = to the SHWT elev.====___===>ar.feet
Must be;�'> or = to min. req. treatment el => 46.0 feet
Required minimum treatment volume=====______> 595350 cu. ft.
Volume at stop pumping elevation -------- 593037 cu. ft.
Start pumping elev._________________________> 5..3 feet
Must be at bottom'of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24-hr. rainfall==> 812203 cu. ft.
Volume at start pumping elevation=====______> 805417 cu-. ft.
Required volume to be pumped______________=_> 205058 cu. ft.
Actual volume planned to be pumped=====_____> 212381 cu. ft.
Min. thickness of soil liner when required==> 1.9 feet
DESIGNED BY:901" APPROVED BY:�
DATE: S' -/ o - y DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

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SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
-----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and -building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shad be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free -of material such as sod, roots, -frozen" soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable; excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose -and prior t-o compaction:. Each layer
will be compacted by complete doverage with the hauling and spreading
equipment or standard -tamping roller or other equivalent method.
Compaction -will be considered adequate when fi-11 material is observed
to consolidate to the point. that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required.
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SMALL BE 1-.9 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES "'OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY -THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as -measured
perpendicular to the -finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION I& THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
-=---------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free -of material.such as sod, roots,,frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable; excavated materials can be used as fill. The fill
shall be brought up in approximately hori`ontal layers not to exceed 9
inches in thickness when loose -and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard -tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to. consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS. IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required -
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1,.9 ft.
------ -------------------------------------------------
NOTE: LINERS (PARTIAL.OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY'THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as -measured
perpendicular to the -finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN.THE PLANS FOR SPECIAL
CONSIDERATIONS.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 3.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 TBS. (NURSERY FOR FESCUE)
0.0 LES. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACpE'
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH- 15 TO JUNE 15
I.0 LBS. FL`LLED COMMON BERMUDA GRASS AT 8 LES./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS.'UNHULLED COMMON BERMUD.A GRASS AT I0 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
120•-0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATT_ON)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
3000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
6.0 TONS OF DOLOMITIC LIME (? TONS/ACRE)
300.0 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" TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
I. 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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CL.- �-/F;tl Aq+;o 1.3/1.0

US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
Marshal 1 W1 1 1coucZ1zbY
in
Robeson County, North Carolina
Designer : Lanier & Houston Checker
Date : 05/10/94 Date
Lagoon Exc
Volumes
** EXCAVATION **
Bot
Left
Right
Off-CL
CL
Dist
Area
Volume
Width
SS.
SS
(ft) ;
Sta
(ft)
(SgFt)
(Cu.Yds)
112
3:1
3:1
129.0 ;
54+.7
1347.8
45
2193.1
112
3:1
3:1
129.0 ;
1+00
; 1266.5
100
7267.7
j.12
3:1
3:1
129.0
2+00
1473.7
100
',
127-36.5
112
3:1
3:1
129.0 ;
3+00
1209.4
100
16471.3
112
3:1
3:1
129.r0 ;
4+00
1077.4
100-
20408.7
112
3:1
3:1
129.0 ;
5+00
1048.8
-32
21643.0
112
3:1
3:1129.0
532+.2
1021.0
**
FILL **
Area
Volume
(SgFt)
(Cu.Yds)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0

US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
Marsha 1 1 -W 1 1 oughlZ)y
in
Robeson County, North Carolina
Designer : Lanier & Houston Checker
Date : 05/10/94 Date
Lagoon Profile View
TEMPLATE DATA:
Beginning Elevation = 40
Beginning Station = 5+00
5+00 to 5+00
SECTION NUMBER 1
Centerline Station 5+00
ORIGINAL DATA:
0.0 / 50.1 100.0 / 48.8
500.0 / 47.7 600.0 / 47.1
c\3cl452/3
0.00000 ft/ft
200.0 / 50.4 300.0 / 48.7 400.0 / 47.'

• OH-IFI! Z!?5188 �
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
Ma r sY-.a 1 1 W i 1 1 o ug%3ba7
in
Robeson County, North Carolina
Designer : Lanier a Houston Checker
Date : 05/10/94 Date
Lagoon Exc Volumes
TEMPLATE DATA:
Beginning Elevation = 40
Beginning Station = 54+.7
54+.7 to 532+.2 c\3c1112/3
SECTION NUMBER 1
Centerline Station 54+.7
ORIGINAL DATA:
0.0 / 50.9 100.0 / 51.6 200.0 / 49.4
0.00000 ft/ft
300.0 / 45.4 350.0 / 43 . �
SECTION NUMBER 2
Centerline Station 1+00
ORIGINAL DATA:
0.0 / 51.2 100.0 / 51.2 200.0 / 48.8 300.0 / 45.2 365.0 / 44.
SECTION NUMBER 3
Centerline Station 2+00 -
ORIGINAL DATA:
0.0 / 53.5 100.0 / 51.4 200.0 / 50.4 300.0 l 47.5 320.0 / 47.
SECTION NUMBER 4
Centerline Station 3+00
"ORIGINAL DATA:
0.0 / 53.1 100.0 / 50.3 200.0 I 48.7 300.0 / 45.2 330.0 / 43.

LLagaon Exc Volumes (continued) 05/10/94 page 2
SECTION NUMBER 5
Centerline Station 4+00
RIGINAL DATA:
0.0 / 51.7 100.0 / 49.1 200.0 / 47.9 300.0 I 45.3 365.0 / 42.
SECTION NUMBER 6
Centerline Station 5+00
ORIGINAL DATA:
0.0 / 50.1 100.0 / 49.0 200.0 I 47.7 300.0 / 45.0 330.0 / 43.
SECTION NUMBER 7
Centerline Station 532+.2
ORIGINAL DATA:
0.0 / 49.7 100.0 / 48.8 200.0 / 47.5 300.0 / 45.0 330.0 / 43.

US Department of Agriculture
F Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
Ma r s1-1a 1 1 -W 1 1 1 o u gIilby
in
Robeson County, North Carolina
Designer : Lanier a Houston Checker
Date : 05/10/94 Date
Top Left Right Off-CL
Width
SS
SS
(ft)
12
3:1
3:1
60.0
12
3:1
3:1
80.0
_2
3:1
3:1
.80.0
12
3:1
3:1
80.0
12
3:1
3:1
80.0
12
3:1
3:1
80.0
12
3:1
3:1.,
70.0
12
3:1
3:1
110.0
12
3:1
3:1
110.0
12
3:1
3:1
110.0
12
3:1
3:1
110.0
12
3:1
3:1
110.0
12
3:1
3:1
60.0
Dike
Fill
Volumes
FILL
CL
D-ist
Area
Volume
; Area
Volume
Sta
(ft)
(SgFt)
(Cu.Yds?
(SgFt)
(Cu.Yds)
a
0+00
0.0
165.7
152
;
0.0
t
1228.7
1+52
0.0
_
270.8
100
0.0
2201.3
2+52
; 0.0
254.5
100
0.0
3145.8
3+52
; 0.0
255.6
100
0.0
3878.2
4+52
; 0.0
`, 140.0
100-
;
0.0
4595.3
5+52
; 0.0
247.2
1.62
;
0.0
5545.8
7+14
; 0.0
; 69.6
192
;
0-.0
;
5996.3
9+06
0.0
57.1
106
;
0.0
;
6181.0
10+06
; 0.0
; 42.7
100
;
0.0
;
6392.1
11+06
; 0.0
71.3
100
;
0.0
6736.4
12+06
0.0
; 114.7
100
;
0.0
7185.4
13+06
; 0.0
127.8
182
0.0
8174:8
14+88
0.0
; 1.65.7

vu tun of iar �
US D,_eartment of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
Marsha 1 1 W1 1 1 ataghIDy
in
Robeson County, North Carolina
Designer : Lanier & Houston Checker
Date : 05/10/94 Date
Dike Fill Volumes
TEMPLATE DATA:
Beginning Elevation = 53
Beginning Station = 0+00
0+00 to 7+84
d/3c112\3
7+84 to 8+30
d/3c112\3
8+30 to 13+72
d/3c112\3
13+72 to 14+18
d/3cl12\3
14+18 to 14+88
d/3c112\3
SECTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
0.0 / 47.7 100.0 ! 47.1.
SECTION NUMBER 2,
Centerline Station 1+52
ORIGINAL DATA:
0.0 / 47.7 100.0 / 45.0 130.0 / 43.6
SECTION NUMBER 3
Centerline Station 2+52
ORIGINAL DATA:
0.0 / 47.9 100.0 / 45.3 165.0 / 42.1
SECTION NUMBER 4
Centerline Station 3+52
:RIGINAL DATA:
0.0 / 48.7 100.0 / 45.2 130.0 / 43.3
0.00000 ft/ft
0.02170 ft/ft
0.00000 ft/ft
-.02170 ft/ft
0.00000 ft/ft

O
Dike Fill Volumes (continued) 05/10/94
SECTION NUMBER 5
Centerline Station 4+52
.jRIGINAL DATA:
0.0 / 50.4 100.0 / 47.5 120.0 / 47.0
SECTION NUMBER 6
Centerline Station 5+52
ORIGINAL DATA:
0.0 / 48.8 100.0 I 45.2 165.0 f 44.3
SECTION NUMBER 7
Centerline Station 7+14
ORIGINAL DATA:
0.0 / 48.8 100.0 / 50.1
SECTION NUMBER 8
Centerline Station 9+06
ORIGINAL DATA:
0.0 / 48.8 100.0 / 51.2 200.0 / 51.2
`-',TION NUMBER 9
Centerline Station 10+06
ORIGINAL DATA:
0.0 / 50.4 100.0 / 51.4 200.0 / 53.5
SECTION NUMBER 10
Centerline Station 11+06 -
ORIGINAL DATA:
0.6 / 48.7 100.0 / 50.3 200.0 / 53.1
SECTION NUMBER 11
Centerline Station 12+06
ORIGINAL DATA:
0.0 / 47.9 100.0 / 49.1 200.0 / 51.7
SECTION NUMBER 12
Centerline Station 13+06
ORIGINAL DATA:
0.0 / 47.7 100.0 / 49.0 200.0 / 50'.1
page 2

Dike Fill Volumes (continued) 05/10/94
SECTION NUMBER 13
Centerline Station 14+88
12IGINAL DATA:
0.0 / 47.7 100.0 / 47.1 101.0 / 47.1
page 3

US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
Marska.a11 Wi. 11o1AgMby
in
Robeson County, -North Carolina
Designer : Lanier & Houston Checker
Date : 05/10/94 Date - -
-:k**�9c*�t*�E9c�*;k*ici:*�k*�c*�c*�t&*�k�t�tic*�c*�c**#�k9c�k*�'FiFir�ck*�k:k-9:�:kir9k*�F�**k�9c�ci:�r•k9::rictF#9c:k*kk
Top Left Right Off-CL
lidth
SS
SS
{ f t )
480
5:1
5:1
20.0
480
5:1
5:1
20.0
AG
5:1
5:1
20.0
480
5:1
5:1
20.0
480
5:1
5:1
20.0
480
5:1
5:1
20.0
`80
5:1
5:1
?0.0
480
5;1
5:1
20.0
Pad CUT&FILL Volumes
** EXCAVATION **
CL
D-ist
; Area
Volume
Sta
(ft)
(SgFt)
(Cu.Yds)
0+00
0.0
15
t
0.0
0+15
; 0.0
20
0.0
0+35
0.0
40
0.0
0+75
0.0
100
j
100.9
1+75
54.5
10-
120.4
1+85
51.0
-50
246.0
2+35
; "84.6
10
277.4
2+45
84.6
**
FILL *�
Area
Volume --
(SgFt)
(Cu.Yds)-
1554.6
854.1
1520.2
1901.4�
1307.5
3665.3
1073.7
7135.2
800.0
7433.3
810.2
8696.6
554.1
8901.8
554.1

R
,3
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
Marsha 1 1 W i 1 1 o ti q
j hb y
in
Robeson County, North Carolina
Designer : Lanier & Houston Checker _
Date : 05/10/94 Date
Pad CUT&FILL Volumes
TEMPLATE DATA:
Beginning Elevation = 54
Beginning Station = 0+00
0+00 to +15
+15 to +35
+35 to 1+85
1+85 to 2+35
2+35 to 2+45
SECTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
0.0 / 51.7 100.0 / 51.2
500.0 / 49.3 600.0 / 48.5
d/5cl480\5
d/5cl480\5
d/5cl480\5
d/5cl480\5
d/5cl480\5
0,00000 ft/ft
0.00000 ft/ft
0.00260 ft/ft
0,00000 ft/ft
0.00000 ft/ft
200.0 / 51.9 300.0 / 51.3 400.0 / 49.
SECTION NUMBER 2
Centerline Station +15
ORIGINAL DATA: -
0.0 / 51.4 100.0 / 51.2 200.0 f 52.2 300.0 / 51.1 400.0 I 50.
500.0 / 49.4 600.0 / 48.5
SECTION NUMBER 3
Centerline Station +35
ORIGINAL DATA:
0.0 / 51.2 100.0 / 51.2
500.0 / 49.7 600.0 / 48.6
TION NUMBER 4
Centerline Station +75
ORIGINAL DATA:
200.0 / 52.7 300.0 / 52.0 400.0 / 50.

dad"GUT&FILL Volumes (continued) 05/10/94
0.0 / 50.6
100.0
/
51.2 200.0 / 53.5
500.0 / 50.1
600.0
/
48.7 10.0 P 50.6
,.,;:CTION NUMBER 5
Centerline Station
1+75
ORIGINAL DATA:
0.0 / 51.1
100.0
!.
52.5 200.0 / 55.1
500.0 / 49.2
600.0
!
46.5
page 2
300.0 ! 53.1 400.0 / 51.7
300.0 / 54.5 4:00.0 / 5121.5
:SECTION NUMBER 6
Centerline Station 1+85
ORIGINAL DATA:
0.0 / 51.1 100.0 / 52.5 200.0 ! 55.1 300.0 / 54.5 400.0 ! 52.5
500.0 / 49.2 600.0 / 46.5
SECTION NUMBER 7
Centerline Station 2+35
ORIGINAL DATA:
0.0 / 52.3 100.0 / 53.6 200.0 / 55.1 300.0 / 54.9 400.0 ! 53..Q
500.0 / 49.7 540.0 / 48.5
=ION NUMBER 8
Centerline Station 2+45
ORIGINAL DATA:
0.0 / 52.3 100.0 / 53.6
500.0 / 49.7 540.0 / 48.5
200.0 / 55.1 300.0 / 54.9 400.0 / 53.0

X
f
CONSERVATION APPLICATION
AND AGREEMENT
xeeen
Robeson Soil and dater Conservation District
Robeson
County
Marshall 1 h
IOYYNER OR OPtRA TOR) e� L n
°R"" 28398 GUU
iA'mRRgMLNT
I request help from MUMeQR, IACRiff
and water conservation problems m Water Conservation District in solving
source is producing food and fiber my ll want lto do recognize that land is a soil
pro-
tect it. To the best of m what I can to care for and asic re
practices and systems to r abilities I will plan, install and maintain conservation
protect my land from erosion and prevent water pollution.
We, the Supervisors Of the District, will provide technical assistant
�terials
-°-.and supplies as available to help plan, install and maintain
:conservation measures. the needed soil and water
It is mutually agreed that (1) this is a voluntary agreement to work
protect valuable natural resources, (2) final decisions regarding
the responsibility of the lead together to
repre-
sentatives, nor the owner or operator ator will beoliable for any damage
Q Of the land are
(3) neither the District, its Fropertq or personal injury
water conservation ry resulting from the planning or car g tO the other's
will remain in effectounlessunlessterminated b caused by negligence or mis onductng ut of a soil and
party notifying the other. y change Of ownership This agreement
� ,� P or operator or by either
OWNER OR OPERATOR)
(OATS)
Robeson
BY
(SUPERVISOR)
FORM 321
ISSULro 9.76
REVISED 10.go
SOIL AND WATER CONSERVATION DISTRICT
J
� t
!DATE) i
STATE SOIL Q WATER CONSERVATION COMMISSION
P• O. 8OX 27687. RALEIGH NORTH CAROLINA 27611

ptvert water qs shown by ormaeo
Needs : So ' x IS" cop. y.+64 plw+ie p,PB
�• X 15a^+.; Sap co)iar�
0}00 SY I-
1f-0 53.1
F+sr?
a."
s'S6
,S" •3
Y6.2 53 -I& hor+h
SS•2 53-3 Sob a
it
2}ot1
$1'I
2s
1
'�eT
.S2
34
465
rq
SD•6
T)
S3
Se•I
I
SI
9
So
!
y8o)
F+Sa
}
J.
Toro
•1►
o
4ioa '
3+
S2%o
r e ele.+w•
Sih.o
.24 u
\
Sl•2 Sl �}
530' So•j
__
'f9•r�
49•0
50'�
o� iqp.
�otFan elev.
40,0
Sfoo
50•1
b�-
48� 5o.y
O�•o 5►g•9
`F9•q
sd-s
49�
a
'I9•I
b%
0
i4Ot7
deU.
53,0
WO
.2
53
4S
A+Ho
4$.z
6'"
4,7•0
S+Bo
y 3 -3
43'6
y4-3 4z-1
r
G F v Q c l3
Q.

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 51..3 -as.-marked by permanent marker. Stop pump -
out when the fluid leyel..x6aches:'ei
a
gevation
stora less 25—. This temporary
Yr- 24`hr st.or 1533831 contains 205058 cubic feet or
gallons.

SHEET 2 4F 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
agoon mowea annua—y. Vegetation should `-e fertilized- as nee�`e.-
to maintain a -vigorous stand.
o. 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
owlets.
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.