310771_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: 31-0771 Certificate Of Coverage Number: AWS310771
2. Facility Name: Tommy Chestnutt#2
3. Landowner's Name(same as on the Waste Management Plan): David T Chestnutt
4. Landowner's Mailing Address: 813 S NC_U
City: Magnolia State: NC Zip: 28453-8735
Telephone Number: 910-296-7357 Ext. E-mail:
5. Facility's Physical Address: 813 S NC 1 I
City: Magnolia State: NC Zip: 28453
6. County where Facility is located: Dunlin
7. Farm Manager's Name(if different from Landowner): David T Chestnutt
g, Farm Manager's telephone number(include area code): 910-2967-73357 Ext. ((��
9. Integrator's Name(if there is not an Integrator,write"None"): u by= wn LLC 5 vvi i kk'` t-t,
4
10. Operator Name(01C): p 'd T.Chestnutt Phone No.: 910-296-735 OIC#: 17183
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 3,200
Operation Tvues-
Swine Cattle Dry Poultry Other'Pv nes
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poult"
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.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
1 C17 � 87,120.00 19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),siffned by the owner and a certified.technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed -and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with :NC General Statutes 143-215.6A -and 143-215:6B, any-person who knowingly -makes any false statement,
representation, or,certification in� any application may be subject to•civil -penalties up to' $25,000-per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation signature sh uld be by a r' cipal executive officer of the corporation):
Name: `'�✓"4 Title: — —
Signature: �f' L Date:
Name: Title:
Signature: Date:
Name: Title:
Signature: Date: —
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR -
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 0212019

1 .
ROY COOPER "
GdVAYJIOi"_ . . '..
M[CIAEL S.REGAN "7ta n u
secretary
LINDA CULPEPPER NORTH.CAROLINA
DirMor fnvlronme FQuallty
February 27,2019
David T Chestnutt
Tommy Chesinutt 0.
813 S NC 11
Magnolia,NC 28453-8735
Subject: Application for Renewal of Coverage for Expiring State;General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30i 2019. Copies of the. new animal waste, operation State Non-Discharge.General Permits are available_
at h ://de .nc. ov/about/divisions/Water-resources/water- uali -re ional-o erations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699=1636
Telephone number'[phone]
In order to assure vour continued coverage under. the. State Non-Discharge General Permits you must .submit an a ;lication .for
admit coverage to the Division. Enclosed you will find a 'Request_ for Certificate of.Coverage Facility.Currentlhi Covered by an
Expiring State Non-Discharge General Permit." The:. application-form:.must be completed signed -and returned by April 3.. 2010.
Please- note that you must include one (11 cony of the Cee ifie'd_Animal Waste Manaeemehst Plan (CAWMPI With the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
-
a lication 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 143-21.5.1 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): Wilmington Regional Office,Water Quality Regional Operations Section
D26A County Soil and Water Conservation District
AFOG Section Central Files-AWS310771
M h =Brown LLC
North Cerobna Department of Environmental Quelity i Division of Water Resources
812 N.Safsbury SL 11636 Mail Service Center J Raleigh,North Carolina 27699-1636
9i9.701 bDO0

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TOMMY CHESTNUT - GROWER #295
4 - 800 HEAD & 1- 1224 HEAD FINISHING
HIGHWAY #11 - DUPLIN COUNTY
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DIRECTIONS: FROM KENANSVILLE, TAKE HIGHWAY 11 SOUTH TOWARD
WALLACE. FARM ENTRANCES WILL BE APPROXIMATELY 1•5MILES FROM
KENANSVILLE AS SHOWN ON MAP.
MAILING ADDRESS: SHIPPING ADDRESS:
TOMMY CHESTNUT TOMMY CHESTNUT
816 SOUTH NC 11 HIGHWAY #11 SOUTH
MAGNOLIA, NC 28453 KENANSVILLE, NC 28349
WORK: (910) 296-0373
BROWN'S OF CAROLINA,INC.
303 EAST COLLEGE STREET • P.O.BOX 487 • WARSAW,N.C.28398-0487 • OFFICE: [phone] • FAX:[phone]

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 horizontal 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 1.5 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.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS

tl
-------------------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

4 v -
SCS-ENG-539
Re.. 5-M 3011,CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMERS NAME y� 2�>,rJv DISTRICT
DATE Ap t' COUNTY
S.C.S. PHOTO SFM'T NO. WORK UNIT
WAnMEED AREA MEASUREMLMS
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL ACRES I` POND CLASS WORT{ UNIT CONSERVATIONIST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE INL4DE (Approx- scale 111 feet)
j,Ocate reference point in center[ine of dam and[d,,,dfv oa,s.Eeteh.
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SHOW BORING NUMBER AND PROFILE
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Cort on 6a leere n� -••^-3 Sour a+ater lable elee.a dam-site borings.
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j2M""' GfsTVufi' TYPICAL X—SECTION TOM ELEV. y50,00'
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p u p(-T c.R NAIL
SEE NOTE 3
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oQ� SEE NOTE-2
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Exc - l8 2-19 cY Hof ,Nc?mod
FILL = PAD M 253 C CORE TRENCH
DIK - 39-7`4 CY SEE-..SOIL SHEET
�q o' FOR DEPTH
+ 1 0% 1 3 7 3 SITE CONDITION NOTES
_ NOTES:
TOTAL:
f Qp CY 1) ALL WEAK MATERIAL TO BE OVERCUT LGvaOiiV.L' $o<
AND BACKFILLED AND COMPACTED.
1-2- i G %- Fi 1/ �q j►b THICKNESS OF LINER DEPENDS ON OVERALL
iO �nA
DEPTH. LINER FOR T-IIS LAGOON TO BE S '
BY: vela 1360+u 6 s 1540-w Aal•im piri 1. h►�C� be-
COMPUTATIONS
2) DIKE 13EI-IIND DLDGS TO BE MIN. 0.5'.
I-IIGHER THAN OTHER PLANJJED ELEV.,
3) WALK AND LOADING AREA TO BE BUILT 1.5' ABOVE LOW 41 Aope6 IC xov
Zef
END PADS. BUILD 6' WIDE CONTIN., 7' FROM REAR OF DLDGS;
FILL TO ULDGS BEFORE EOI! MOVES 'OUT (WORK TO BE !!
COORDINAIED W/ 13LD(; CON,..ACI'ORS).

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In.particular, pump wear
tends to reduce operating pressure and flow. With continued use, nozzle wear results in
an increase in the nozzle opening which will increase the discharge rate while
decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the design
will alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for .drift, and accelerates wear of the sprinkler nozzle.
Clogging of nozzles can result in pressure increase. Plugged intakes or crystallization of
mainlines will reduce operating pressure. Operating below design pressure greatly
reduces the coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout
the application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all nonuniformity of the application. On
a windless day, variation between containers of more than 30 percent.is cause for
concern. You should contact your irrigation dealer or technical specialist for assistance.
*Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual
1

OPERATION & MAINTENANCE PLAN
Proper lagoon management should be a year-round priority. It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
.Maximum storage capacity should be available in the lagoon for periods when the receiving crop is
dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as a
thunderstorm season in the summertime.' This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available
in the lagoon for future wet periods. In the late summer / early fall the lagoon should be pumped
down to the low marker (see Figure 2-1) to allow for winter storage.. Every effort should be made
to maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon for
any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty
action.
The routine maintenance of a lagoon involves the following:
® Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass
are the most common vegetative covers. The vegetation should be fertilized each
year, if needed, to maintain a vigorous stand. The amount of fertilized applied
should be based on a soils test, but in the event that it is not practical to obtain a
soils test each year, the lagoon embankment and surrounding areas should be
fertilized with 800 pounds per acre of 10-10-10, or equivalent.
® Brush and trees on the embankment must be controlled. This may be done by
mowing, spraying, grazing, chopping, or a combination of these practices. This
should be done at least once a year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the
lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should
include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes -- look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes
2

Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment -- look for:
1. settlement, cracking, or"jug" holes
2. side slope stability --slumps or bulges
3. wet or damp areas on the back slope
4_ erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon
dam. A good stand of vegetation will reduce the potential damage caused by wave
action. If wave action causes serious damage to a lagoon sidewall, baffles in the lagoon
may be used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon
has any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge_ However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps --check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
(VOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps_ Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
® Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage j
structures. The only water that should be coming from your lagoon is that I
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height
3

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording-your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day; also work well.
4

® Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and
water conservation.
® Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce
the amount of solids entering the lagoon.
Management:
® Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
® Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
® Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer / early fall to
provide maximum lagoon storage for the winter.
® The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
® Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
® Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
® Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
® Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
® Maintain strict vegetation, rodent, and varmint control near lagoon edges.
® Do not allow trees or large bushes to grow on lagoon dam or embankment.
® Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
® If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
5

® proper lagoon sizing,
m mechanical solids separation of flushed waste,
® gravity settling of flushed waste solids in an appropriately designed basin, or
® minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
a have more nutrients,
• have more odor, and
® require more land to properly use the nutrients.
Removal techniques:
® Hire a custom applicator.
© Mix the sludge and lagoon liquid with a chopper- agitator impeller pump through large
- bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
® Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon; .allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to-that field and
crop requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing. sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag-line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge
can be removed without liner injury. If the liner is damaged it must be repaired as soon
as possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal
content than liquid. Because of this it should probably be applied to land with low
phosphorus and metal levels, as indicated by a soil test, and incorporated to reduce the
chance of erosion. Note that if the sludge is applied to fields with very high soil-test
phosphors, it should be applied only at rates equal to the crop removal of phosphorus.
As with other wastes, always have your lagoon sludge analyzed for its nutrient value.
6

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) [phone]
EMERGENCY MANAGEMNET SERVICES (EMS) [phone]
SOIL AND WATER CONSERVATION DISTRICT (SWCD) [phone]
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) [phone]
COOPERATIVE EXTERSION SERVICE (CES) [phone]
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you property to consider that -you have a problem. You should make every
effort to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1 . Stop the release of wastes. Depending on the situation, this may ore may not be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
C. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste-application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
C. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators-action include.
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
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 from the embankment to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, 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 lagoon
bottom as soon as possible.
1

Nutrient Management-Plan For Animal Waste Utilization
03-27-2014
This plan has been prepared for: This plan has been developed by:
Thomas Chestnutt 31-771 Bill Thomas
David Chestnutt NRCS
813SNCII PO Box219
Magnolia, NC 28453 Kenansville, NC 28349
910-296-7357 910-296-2193
;6,�
Developer Signature
Type of Plan: Nutrient Management with Manure Only
Owner/Manager/Producer Agreement
I(we)understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Z�Z'� q-/- ---a�e
_ Z
Signature(owner) Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture-Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
Technical Specialist Signature Date
----------------------------------------------------------------------------------------------------- --------------------------------------_----------------
569827 Database Version 3.1 Date Printed: 03-27-2014 Cover Page 1

Nutrients applied in accordance.with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7 Swine Feeder-Finish Lagoon Liquid waste generated 2,966,400 gals/year by a 3,200
animal Swine Finishing Lagoon Liquid operation.This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 6832
Incorporated 11734
Injected 12922
Irrigated 7426
Max. Avail. ActualPAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied (lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 7,426 10442 -3,016 4,171,122 I -1,204,722
Year 2 7,426 10921 -3,495 4,362,166 -1,395,.766
------------ --------------------------------------------------------- --
Note: In source ID, S means standard source,U means user defined source.
*Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source.
569827 Database Version 3.1 Date Printed: 03-27-2014 Source Page 1 of 1

r
The table shown below provides a summary ofthe crops or rotations included in this plan for each field. Realistic
(--Yield estimates are also provided for each crop,as well as the crop's P205 Removal Rate. The Leaching Index(LI)
-and the Phosphorous Loss Assessment Tool(PLAT)Rating are also provided for each field,where available.
If a field's PLAT Rating is High,any planned manure application is limited to the phosphorous removal rate of the
harvested plant biomass for the crop rotation or multiple years in the crop sequence. Fields with a Very High PLAT
Rating should receive no additional applications of manure. Regardless of the PLAT rating, starter fertilizers may be
recommended in accordance with North Carolina State University guidelines or recommendations. The quantity of
P205 applied to each crop is shown in the following table ifthe field's PLAT rating is High or Very High.
Planned Crops Summary
Total Useable Plat P205
Removal lied
Tract Field Acres
Acres Rating LI Soil Series Crop Sequence RYE (lbs/acre) (lbs/acre)
3244 HI 4.14 4.14 Low N/A Autryville. Small Grain Overseed 1.0 Tons 15 N/A
Hybrid Bermudagrass Pasture 5.5 Tons 7 N/A
3244 H10 3.17 3.17 Unknown N/A Autryville Small Grain Overseed 1.0 Ton N/A NIA
Hybrid Bermudagrass Pasture 5.5 Ton N/A N/A
3244 H11 1 4.27 4.271 Unknown N/A Autryville Small Grain Overseed 1.0 Tons N/A NIA
Hybrid Bermudagrass Pasture 5.5 Tons NIA N/A
3244 H12 1.90 1.90 Unknown N/A Autryville Small Grain Overseed 1.0 Tons NIA N/A
Hybrid Bermudagrass Pasture 5.5 Tons N/A N/A
L __ 3244 H13 1.69 1.69 Low N/A Autryville Corn,Grain 85 bu. N/A N/A
Wheat,Grain 45 bu. N/A N/A
Soybeans,Manured,Double Crop 25 bu. N/A N/A
3244 H14 4.89 4.89,Unknown N/A Foreston Corn,Grain 120 bu. N/A N/A
Wheat,Grain 55 bu. N/A N/A
Soybeans,Manured,Double Crop 34 bu. NIA N/A
3244 H2 4.41 4.41 Unknown N/A Autryville Corn,Grain 85 bu. N/A NIA
Wheat,Grain 45 bu. N/A N/A
Soybeans,Manured,Double Crop 25 bu. NIA N/A
3244 H3 3.99 3.99 Unknown N/A Autryville Com,Grain 85 bu. N/A N/A
Wheat,Grain 45 bu. N/A NIA
Soybeans,Manured,Double Crop 25 bu. N/A N/A
3244 H4 3.61 3.61 Unknown N/A Foreston Corn,Grain 120 bu. N/A N/A
Wheat,Grain 55 bu. N/A N/A
Soybeans,Manured,Double Crop 34 bu. N/A N/A
3244 H5 3.99 3.99 Unknown N/A Foreston Corn,Grain 120 bu. N/A N/A
Wheat,Grain 55 bu. N/A N/A
Soybeans,Manured,Double Crop 34 bu. N/A N/A
1
3244 H6 4.97 4.97 Unknown N/A Autryville Com,Grain 85 bu. N/A N/A
�y Wheat,Grain 45 bu. N/A N/A
569827 Database Version 3.1 Date Printed 3/27/2014
PCs Page 1 of 2
NOTE: Symbol*means user entered data.

r
Planned Crops Summary
Total Useable Plat P2O5
Removal Applied
Tract Field Acres Acres Rating LI Soil Series Crop Sequence RYE (lbslacre) (lbslaere)
Soybeans,Manured,Double Crop 25 bu. N/A N/A
3244 H7 4.661 4.66 Unknown N/A Autryville Corn;Grain 85 bu. N/A N/A
Wheat,Grain 45 bu. N/A N/A
Soybeans,Manured,Double Crop 25 bu. N/A N/A
3244 H8 5.31 5.31 Unknown N/A Foreston Corn,Grain 120 bu. N/A N/A
Wheat,Grain 55 bu. N/A N/A
Soybeans,Manured,Double Crop 34 bu. N/A N/A
3244 H9 5.96 5.96 Unknown N/A Foreston Corn,Grain 120 bu. N/A N/A
Wheat,Grain 1 55 bu. N/A N/A
Soybeans,Manured,Double Crop 1 34 bu. N/A N/A
PLAN TOTALS: 56.96 56.96
I-! Potential Leaching Technical Guidance
<2 Low potential to contribute to soluble None
nutrient leaching below the root zone.
>—2& Moderate potential to contribute to Nutrient Management(590)should be planned.
<=10 soluble nutrient leaching below the
root zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve
nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be
> 10 considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations
(328),Long-Term No-Till(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
PLAT In Rating P Management Recommendation
0-25 Low No adjustment needed;N based application
25-50 Medium No adjustment needed;N based application
51 - 100 High Application limited to crop P removal
> 100 Very High Starter P application only
569827 Database Version 3.1 Date Printed 3/27/2014
PCs Page 2 of 2
NOTE: Symbol*means user entered data.

t
The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements, -
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products,commercial fertilizer and residual from previous crops. An estimate ofthe quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. pbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient p - Applied Applied Applied
Req'd Applied Applied (acre). (acre) (Field) (Field)
(lbs/A) (Ibs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres I Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
3244 HI S7 Autryville 4.14 4.14 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 82.68 0.00
3244 H1 S7 Autryville 4.14 4.14 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Irrig. 202 80.69 0.00 334.04 0.00
3244 H10 S7 Autryville 3.17 3.17 Small Grain Overseed 1.0 Tons 10/1�3/31 50 0 0 Irrig. 50 19.97 0.00 63.31 0.00
3244 H10 S7 Autryville 3.17 3.17 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Irrig. 202 80.69 0.00 255.78 0.00
3244 1 H11 S7 Autryville 4.27 4.27 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 85.28 0.0
3244 H11 S7 Autryville 4.27 4.27 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Irrig. 202 80.69 0.00 344.53 0.00
3244 H12 S7 Autryville 1.90 1.90 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.9 0.00 37.95 0.00
3244 H12 S7 Autryville 1.90 1.90 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Irrig. 202 80.69 0.00 153.31 0.00
3244 H13 S7 Autryville 1.69 1.69 Corn,Grain 85 bu. 2/15-6/30 104 0 *15 Irrig. 89 35.55 0.001 60.08 0.00
3244 H13 S7 Autryville 1.69 1.69 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 52 20.77 0.00 35.10 0.0
3244 H14 S7 Foreston 4.89 4.89 Corn,Grain 120 bu. 2/15-6/30 137 0 *15 Irrig. 122 48.73 0.00 238.30 0.0
3244 1 H14 S7 Foreston 4.89 4.89 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 58 22.97 0.00 112.31 0.00
3244 H2 S7 Autryville 4.41 4.41 Com,Grain 85 bu. 2/15-6/30 104 0 *15 Irrig. 891 35.55 0.00 156.78 0.00
3244 H2 S7 Autryville. 4.41 4.41 Wheat,Grain 45-bu. 9/1-4/30 104 0 0 Irrig. 52. 20.77 0.00 91.60 0.00
3244 H3 S7 Autryville 3.99 3.99 Corn,Grain 85 bu. 2/15-6/30 104 0 *15 Irrig. 89 35.55 0.00 141.85 0.00
3244 1 H3 S7 Autryville 3.99 3.99 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 brig. 52 20.77 0.00 82.88 0.00
569827 Database Version 3.1 Date Printed:3/27/2014 WUT Page 1 of 4

Waste Ut -ation Table Year 1
Nitrogen Cantu Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Rcq'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) Obs/A) abs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
3244 H4 S7 Foreston 3.61 3.61 Corn,Grain 120 bu. 2/15-6/30 137 0 *15 Irrig. 122 48.73 0.00 175.92 10.00
3244 H4 S7 Foreston 3.61 3.61 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 58 22.97 0.00 82.91
3244 H5 S7 Foreston 3.99 3.99 Corn,Grain 120 bu. 2/15-6/30 137 0 *15 Irrig. 122 48.73 0.00 194.44 0.0
3244 H5 S7 Foreston 3.99 3.99 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 brig. 58 22.97 0.00 91.64 0.00
3244 H6 S7 Autryville 4.97 4.97 Corn,Grain 85 bu. 2/15-6/30 104 0 *15 Irrig. 89 35.55 0.00 176.69 0.00
3244 H6 S7 Autryville 4.97 4.97 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 52 20.77 0.00 103.23 0.00
3244 H7 S7 Autryville 4.66 4.66 Corn,Grain 85 bu. 2/15-6/30 104 0 *15 Irrig. 89 35.55 0.00 165.66 0.00
3244 H7 S7 Autryville 4.66 4.66 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 brig. 52 20.77 0.00 96.79 0.00
3244 H8 S7 Foreston 5.31 5.31 Corn,Grain 120 bu. 2/15-6/30 137 0 *15 Irrig. 122 48.73 0.00 258.77 0.00
3244 H8 S7 Foreston 5.31 5.31 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 58 22.97 0.00 121.96 0.00
3244 H9 S7 Foreston 5.96 5.96 Corn,Grain 120 bu. 2115-6/30 137 0 *15 Irrig. 122 48.73 0.00 290.44 0.00
3244 H9 S7 Foreston 5.96 5.96 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 58 22.97 0.00 136.89 0.00
Total Applied,1000 gallons 4,171.12
Total Produced,1000 gallons 2,966.40„v.,�
Balance,1000 gallons -1,204.72
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons - 0.00
Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
569827 Database Version 3.1 Date Printed: 3/27/2014 WUT Page 2 of 4

l
Waste Utiltaation Table -- Year 2
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 100D
Tract Field ID Soil Series Acres Acres Crop RYE Perim N N N Method N gal/A Tons 1000 gals tons
3244 Hl I S7 Autryville 4.14 4.14 Small.Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 82.68 0.00
3244 HI I S7 Autryville 4.14 4.14 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Irrig. 202 80.69 0.00 334.04 0.00
3244 H10 I S7 Autryville 3.17 3.17 Small Grain Overseed 1.0 Tons 10/1-3/31 50 r 0 0 Irrig. 50 19.97 0.00 63.31 0.00
3244 H10 I S7 Autryville 3.17 3.17 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Irrig. 202 80.69 0.00 255.78 0.00
3244 H11 I S7 Autryville 4.27 4.27 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 85.28 0.00
3244 Hl1 I S7 Autryville 4.27 4.27 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Irrig. 202 80.69 0.001 344.53 0.00
3244 H12 I S7 Autryville 1.90 1.90 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 37.95 0.0
3244 H12 I S7 Autryville 1.90 1.90 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Irrig. 202 80.69 0.00 153.31 0.0
3244 H13 I S7 Autryville 1.69 1.69 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 brig. 5 .20.771 0.00 35.10 0.0
3244 H13 S7 Autryville 1.69 1.69 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig, 100 39.94 0.00 67.51 0.0
3244 H14 S7 Foreston 4.89 4.89 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 58 22.97 0.00 112.31 0.0
3244 H14 S7 Foreston 4.89 4.89 Soybeans,Manured,Double Crop 34 bu. 4/1-9115 133 0 0 Irrig. 133 53.13 0.00 259:78 0.00
3244 H2 S7 Autryville 4.41 4.41 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 52 20.77 0.00 91.60 0.00
3244 142 S7 Autryville 4.41 4.41 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 100 39.94 O.00 176.15 0.0
3244 H3 S7 Autryville 3.99 3.99 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 52 20.77 0.00 82.88 0.0
3244 H3 I S7 Autryville 3.99 3.99 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 1 100 0 1 0 brig. 100 39.94 0.00 159.38 0.00
3244 H4 I S7 'Foreston 3.61 3.61 Wheat,Grain 55 but. 9/1-4/30 115 0 0 Irrig. 58 22.97 0.00 82.91 0.00
3244 H4 S7 Foreston 3.61 3.61 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 133 53.13 0.00 191.78 0.00
3244 H5 S7 Foreston 3.99 3.99 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 brig.. 58 22.97 0.00 91.64 0.00
3244 H5 S7 Foreston 3.99 3.99 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 133 53.13 0.00 211.97 0.00
3244 H6 S7 Autryville 4.97 4.97 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 52 20.77 0.00 103.23 0.0
3244 H6 S7 Autryville 4.97 4.97 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 100 39.94 0.00 198.52 0.0
569827 Database Version 3.1 Date Printed: 3/27/2014 WUT Page 3 of 4

Waste Utk:.,_.tion Table Year 2
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) I (lbs/A) (lbs/A)
Source Total Use. Apphc. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
3244 H7 S7 Autryville 4.66 4.66 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 52 20.77 0.00 96.79 0.00
3244 H7 S7 Autryville 4.66 4.66 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 100 39.94 0.00 186.14 0.00
3244 H8 S7 Foreston 5.31 5.31 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 58 22.97 0.00 121.96 0.00
3244 H8 S7 Foreston 5.31 5.31 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 133 53.13 0.00 282.10 0.00
3244 H9 S7 Foreston 5.96 5.96 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 h-rig. 58 22.97 0.00 136.89 0.00
3244 H9 S7 Foreston 5.96 5.96 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 133 53.13 0.00 316.63 0.00
Total Applied,1000 gallons 4,362.17
Total Produced,1000 gallons 2,966.40
Balance,1000 gallons -1,395.77
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
569827 Database Version 3.1 Date Printed: 3/27/2014 WUT Page 4 of 4

The Irrigation Application Factors for each field in this plan are shown ml the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system,you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
3244 HI Autryville 0.60 1.0
3244 1110 Autryville 0.60 1.0
3244 Hll Autryville 0.60 1.0
3244 H12 Autryville 0.60 1.0
3244 H13 Autryville 0.60 1.0
3244 H14 Foreston 0.50 1.0
3244 H2 Autryville 0.60 1.0
3244 H3 Autryville 0.60 1.0
3244 H4 Foreston 0.50 1.0
3244 H5 Foreston 0.50 1.0
3244 H6 Autryville 0.60 1.0
H7 Autryville 0.60 1.0
3244 H8 Foreston 0.50 1.0
3244 H9 Foreston 0.50 1.0
569827 Database Version 3.1 Date Printed 3/27/2014 IAF Page 1 of 1
NOTE: Symbol*means user entered data.

The Nutrient Management Recommendations table shown below provides an annual summary ofthe nutrient
management plan developed for this operation. This table provides a nutrient balance for the listed fields and crops
for each year of the plan. Required nutrients are based on the realistic yields of the crops to be grown, their nutrient
requirements and soil test results. The quantity of nutrient supplied by each source is also identified.
The total quantity of nitrogen applied to each crop should not exceed the required amount. However, the quantity
of other nutrients applied may exceed their required amounts. This most commonly occurs when manure or other
byproducts are utilized to meet the nitrogen needs ofthe crop. Nutrient management plans may require that the
application of animal waste be limited so as to prevent over application of phosphorous when excessive levels of
this nutrient are detected in a field. In such situations,additional nitrogen applications from nonorganic sources
may be required to supply the recommended amounts of nitrogen.
Nutrient Management Recommendations Test
YEAR 0 N P205 K20 Mg Mn Zn Cu Lime
(lbs/A) (lbs/A) (lbs/A) (Ibs/A) (lbs/A) (lbs/A) (lbs/A) (tons/A)
Tract I Field 3244 HI Req'd Nutrients 50 70 70 0 10 0 2 0
Acres App.Period 4.14 10/1-3/31 Supplied By:
CROP Small Grain Overseed Starter 0 0 0 0 0 0 0 0
Commerciali~ert. 0 0 0 0 0 0 0 0
Soil Series Autryville Residual 0 0 0 0 0 0 0 0
RYE I sample Date 1.0 Tons 03-27-06 Manure 50 27 68 6 0 1 0 0
P Removal IRating 1 15 lbs/ac. ILow BALANCE 0 -43 -2 61 10 1 -2 0
"TOTE: Symbol*means user entered data.
°69827 Database Version 3.1 Date Printed: 3/27/2014 NMR Page 1 of 2

Nutrient Management Recommendations Test
YEAR 1 N P2O5 K2O Mg Mn Zn Cu Lime
(Ibs/A) (lbs/A) (lbs/A) (lbs/A) (Ibs/A) (lbs/A) (lbs/A) (tons/A)
Tract Field 3244 -HI Req'd Nutrients 202 70 150 0 0 0 0 0
Acres App.Period 4:14 1 •*3/1-10/31 Supplied By:
CROP Hybrid Bermudagrass Starter 0 0 0 0 0 0 0 0
Pasture Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Autryville Residual 0 0 0 0 0 0 0 0
RYE Sample Date 5.5 Tons 1 03-27-06 Manure 202 0 0 0 0 01 01 0
P Removal I Rating 1 7 lbs/ac. ILOW BALANCE 1 0 -70 -150 01 01 01 01 0
NOTE: Symbol*means user entered data.
%69827 Database Version 3.1 Date Printed: 3/27/2014 NMR Page 2 of 2

The Required Soil Test Values shown in the following table provide a summary of recommended actions that should be taken if soil tests indicate
excessive levels of copper or zinc. Fields that receive manure must have an annual soil analysis for these elements. High levels of zinc and copper
can adversely affect plant growth. Alternative crop sites must be used when the concentration of these metals approach excessive levels. Site life can
be estimated by dividing the amount of copper and zinc to be applied in lbs/acre by 0.036 and 0.071,respectively and multiplying the result by 0.85.
By adding this quantity to the current soil index for copper or zinc, we can predict life of the site for waste disposal.
In addition to copper and zinc indices,this table also provides a summary of lime recommendations for each crop based on the most recent soil sample.
Application of lime at recommended rates is necessary to maintain soil pH in the optimum range for crop production .
Re uired Soil Test Values
Lime Recom.
Tract Field Crop pH (tons/acre) Cu-I Copper Recommendation Zn-I Zinc Recommendation
3244 H1 Small Grain Overseed 6.1 0.0 14 None 35 None
3244 HI Hybrid Bermudagrass Pasture 6.1 0.0 14 None 35 None
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569827 Database Version 3.1 Date Printed: 03-27-2014 STV Page 1 of 1

f
The following Lagoon Sludge Nitrogen Utilization table provides an estimate ofthe number of acres needed for
i sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source,the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out,this material must be utilized for crop production and applied at agronomic rates. In most cases,the
priority nutrient is nitrogen but other nutrients including phosphorous,copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be
used for sludge application. If this is notpossible,care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes,phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gallac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge-Standard
Corn 120 bu 150 13.16 40.12 80.23 120.35
Hay 6 ton R.Y.E. 300 26.32 20.06 40.12 60.17
Soybean 40 bu 160 14.04 37.61 75.22 112.83
--------------------------------:---------------------------------------------------------------------------------------------------- ------------------------
569827 Database Version 3.1 Date Printed: 03-27-2014 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month ofthe plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity,this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
vailabl e Wqst tors re Cal2acity.
Source Name Swine Feeder-Finish Lagoon Liquid Design Stora a Capacity(Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 48
1 2 72
1 3 107
1 4 136
1 5 164
1 6 180
1 7 176
1 8 172
1 9 180
1 10 180
1 11 177
1 12 149
2 1 172
2 2 180
2 3 180
2 4 180
2 5 180
2 6 180
2 7 180
2 8 180
2 9 163
2 10 152
2 11 125
2 12 97
*Available Storage Capacity is calculated as of the end of each month.
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569827 Database Version 3.1 Date Printed: 03-27-2014 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
I. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 -Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
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569827 Database Version 3.1 Date Printed: 3/27/2014 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
--------------------------------------------------- --------------------------------------- ----------
569827 Database Version 3.1 Date Printed:3/27/2014 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over-spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre-plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
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569827 Database Version 3.1 Date Printed: 3/27/2014 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate-determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5)years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
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569827 Database Version 3.1 Date Printed: 3/27/2014 Specification Page 4

Crop Notes
The following crop note applies to field(s):H14,H4,H5,H8,H9
Corn 1: CP,Mineral Soil., low-leachable
In the Coastal Plain,corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety"green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions.Plant 1-2"deep.Plant
populations should be determined by the hybrid being planted.Increase the seeding rate by 10%when
planting no-till.Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting.When planting early in cool,wet soil,banded phosphorus will be more available to the young
plants.An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence.The total amount of N is dependent on soil type.When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting.Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn.Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s):H13,H2,E13,H6,H7
Corn: CP,Mineral Soil,medium leaching
In the Coastal Plain,corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety"green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions.Plant 1-2" deep.Plant
populations should be determined by the hybrid being planted.Increase the seeding rate by 10%when
planting no-till.Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting.When planting early in cool,wet soil,banded phosphorus will be more available to the young
plants.An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter.The rest of the N should be applied about 30-40
days after emergence.The total amount of N is dependent on soil type.When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting.Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn.Timely management of weeds and insects are essential for corn production.
{ -----------------------------------------------------------------------------------------------------------------------------------------------------------------
569827 Database Version 3.1 Date Printed: 03-27-2014 Crop Note Page 1 of 4

The following crop note applies to field(s): Hl,H10,Hl 1,H12
Small Grain: CP,Mineral Soil,medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20.For barley,plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre.Plant all these small grains at 1-1 1/2" deep.Adequate depth control is
essential.Review the NCSU Official Variety"green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions.Apply no more
than 301bs/acre N at planting.Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February-March.
The following crop note applies to field(s): H1,H10,HI 1,H12
Bermudagrass: CP,Mineral Soil,Moderately Well Drained.
Adaptation: Well-adapted.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar.31. Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind.For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows,spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions.Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5'to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance.Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July.For established stands apply 180 to 240
lb/ac N annually in split applications,usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
---------------------------------------------------------------------------- ----------------------------------------------------------
569827 Database Version 3.1 Date Printed: 03-27-2014 Crop Note Page 2 of 4

V
The following crop note applies to field(s):H14,H4,H5,H8,H9
Wheat: Coastal Plain,Mineral Soil, low-leachable
In the Coastal Plain,wheat should be planted from October 20-November 25.Plant 22 seed/drill,row foot
at 1-1 1/2" deep and increase the seeding rate by 5%for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10%when planting
no-till.Adequate depth control when planting the wheat is essential.Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions.Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N
should be applied during the months of February-March.The total N is dependent on the soil type.Plant
samples can be analyzed during the growing season to monitor the.nutrient status of the wheat. Timely
management of diseases,insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s):H13,H2,H3,H6,H7
Wheat: Coastal Plain,Mineral Soil,medium leachable
In the Coastal Plain,wheat should be planted from October 20-November 25.Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5%for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10%when planting
no-till.Adequate depth control when planting the wheat is essential.Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions.Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test report can also be applied at this time.The remaining
N should be applied during the months of February-March.The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): H14,H4, H5,H8,H9
Double-Crop Soybeans,Coastal Plain:Mineral Soil,low-leachable
Double-crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no-tilling soybeans in small grain straw,it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety"green book"and information from private .
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills;4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30"rows.
and 8-10 seed/row foot for 36"rows.Increase the seeding rate by at least 10%for no-till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen.However,applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor.Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans.Timely management of
weeds and insects is essential for profitable double crop soybean production.
------------------------------------------------------------------------------ - ----------------
569s27 Database Version 3.1 Date Printed: 03-27-2014 Crop Note Page 3 of 4

The following crop note applies to field(s): H13,H2,H3,H6,H7
Double-Crop Soybeans, Coastal Plain: Mineral soil,medium leachable
Double-crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no-tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations.Review the NCSU Official Variety"green book"and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15"rows; 6-8 seed/row foot for 30"rows
and 8-10 seed/row foot for 3 6"rows.Increase the seeding rate by at least 10%for no-till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen.However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor.Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans.Timely management of
weeds and insects is essential for profitable double crop soybean production.
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569827 Database Version 3.1 Date Printed: 03-27-2014 Crop Note Page 4 of 4

. s
121
_ -- ■Wad -,.� _- .. ". _ � `��:,�•, '�.. '- �;;-:.�._: -. ._�,�•
::i- _. _ - '^_ '�.� •.:1."'.Are
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r
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor. Site Specific Practices
Farmstead Swine production ( ) Vegetative or wooded buffers;
() Recommended best management
/practices;
( Good judgment and common sense
Animal body surfaces Dirty manure-covered animals VIDry floors
Floor surfaces Wet manure-covered floors (Slotted floors;
Waterers located over slotted floors;
Feeders at high end of solid floors;
(crape manure buildup from floors,-
Underfloor ventilation for drying-
Manure collection pits Urine Frequent manure removal by flush,pit
recharge,or scrape
Parital micorbial decomposition () Underfloor ventilation
Ventilation exhaust fans Volatile gases; () F n maintenance;
Dust f icient air movement
Indoor surfaces Dust �^ashdown between groups of animals
(,Deed additives;
() Fe der covers;
( eed delivery downspout extenders to
feeder covers
Flush tanks Agitation of recycled lagoon ( ► Flush tank covers
liquid whiles tanks are filling ,(yExtend fill lines to near bottom of
tanks with anti-siphon vents
Flush alleys Agitation during wastewater () Underfloor flush with underfloor
conveyanance ventilation
Pit recharge points Agitation of recycled lagoon ( ) tend rechard lines to near bottom of
liquid while pits are filling pits with anti-siphon vents
Lift stations Agitation during sump tank filling () Sump tank covers
and drawdown
Outside drain collection Agitation during wastewater () Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater I$,{Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions 1 P oper lagoon liquid capacity
Biological mixing orrect lagoon startup procedures
Agitation 0nimum surface area-to-volume ratio
Minimum agitation when pumping
O Mechanical aeration
() Proven biological additives
Irrigation sprinkler nozzles High pressure agitation ry :rigate on dry days with little or no wind
Wind draft ) K,,np
mum recommended operation pressure intake near lagoon liquid surface
from second-stage lagoon
�_AMOC--November 11, 1996

i
Dry Manure Handling Accumulations of animal wastes () Remove spillage on a routine basis (e.g.7-10 day
Systems interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal. '
() Provide for adequate drainage around manure stockpiles.
() Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
(Landowner Signature)
(Farm !Name)
' (Facility Number)
For more information contact the Cooperative Extension Service., Department of Entomology, Box 7613, .North Carolina State University, Raleigh, NC
27 69 5-7 6 1 3.
i
�MIC--November 11, 1996

r
INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids Flush system is designed and operated
sufficiently to remove accumulated
s ilds from gutters as designed.
Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids ) aintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30%of surface.
Excessive Vegetative Decaying vegetation ) aintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of caging wastage.
() can up spillage on a routine basis(e.g.7-10 day
interval during summer; 15-30 day interval during winter).
\i
Feed Storage Accumulations of feed residues ) duce 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
' a0p
ucts).
( ect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes ) iminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
ar disturbance by animals is minimal.
aintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
)AMIC--November 11, 1996

i r
Storage tank or basin Partial microbial decomposition ( ) Bottom or midlevel loading
surface Mixing while filling ( ) Tank covers
Agitation when emptying ( ) Basin surface mats of solids
( ) Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition ( ) Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying ( ) Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading ( ) Soil injection of slurry/sludges
spreader outlets Volatile gas emissions ( ) Wash residual manure from spreader after use
( ) Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying ( ) Soil infection of slurry/sludges
or sludge on field surfaces ( ) Soil incorporation within 48 hours
( ) Spread in thin uniform layers for rapid drying
( ) Proven biological additives or oxidants
Dead animals Carcass decomposition ( ) roper disposition of carcasses
Dead animal disposal Carcass decomposition ( ) Complete covering of carcasses in burial pits
pits ( ) Proper location/construction of disposal pits
Incinerators Incomplete combustion ( ) Secondary stack burners
Standing water around Improper drainage Grade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Poorly maintained access roads trrtarnn access road maintenance
roads from farm access
Additional Information: Available From:
Swine Manure Management;0200 Rule-/BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management: Pit Recharge--Lagoon Treatment; EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fluse—Lagoon Treatment; EBAE 129-88 NCSU-BAE
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment;EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assuranc Program: NPPC Manual NC Pork Produces Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0107, 1995 Conference Proceedings Florida Cooperative Extension
The issues checked ( pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me----'
zt
L ndowner Signature)
AMOC--November 11, 1996

-7
Version—November 26,2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
a Q Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted 6y the NC Department of Agriculture &Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
a In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
a a Any method which, in the professional opiniort.,of the State Veterinarian,would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
aMass 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

ROY COOPER
Governor
MICRAEL S.REGAN
secretary *� }
LINDA CULPEPPER NORTH CAROLINA RECEI4`Ei�IP�CDEQIDYYR
Director Environmenwf QuelTty
Regional Operations Section
May 21,2019
David T.Chestnutt
Tommy #L' —�---
813 S NCl1
Magnolia NC 284534735
Subject: Additional Information Request
Application No.AWS310771
Tommy Chestnutt#2
near Mr.David T.Chestnutt,
The Animal Feeding Operation Program of the Division of Water Resources(Division)has completed a
preliminary review of your renewal permit application package. Additional information is required
before we may continue our review. Please address and submit the following items)wr&n 30(thirty)
days of receipt of this letter:
Lagoon/storage pond capacity documentation(design,calculations,etc.) Also provide any site
evahrations,wetland determinations,or hazard classificatiams that may be applicable to your
facility.
Please reference the subject application number when providing the requested information All revised
and/or additional documentation shall be signed,dated and sent to my attention at the address below. The
Information can also be submitted-electronically at ramesh raydha&ncdenr gov
Please feel free to contact me at 919 707-3702.if you have any questions regarding this letter,
Sincerely,
Animal Feeding Operations Program
cc: Wilmington Regional Offrcei Water Quality Regional Operations Section
AFOGS Section Files--AWS310771
North Carolina Department of Envirmunental Qparrty I Division of Water Resources
512 North Safsbury Street I t636 Mall Service Center I Rale L North Carolina 27699-1636
���� 919.7079000

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Farm Owner
Owner's Address
Owner's Phone S f "1
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Owner's Signature 1 J_
Certified Operator(Print) r )p}
'NCDA Waste Anaylsis or Equivalent. Al any,w id ipl
Enter the value received by subtracting 1 0)frc n COIL ; 4
"Triter nutrient source(le.Lagoon/5toraE 1 D,col

TOMMY CHESTNUT - RQ R #295
4 - 800 HEAD & 1 - 122 � AI� FINISHING
HIGHWAY #11 - DUPLIN COUNTY
QBSP# 24-01-22-21
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DIRECTIONS: FROM KENANSVILLE, TAKE HIGHWAY 11 SOUTH TOWARD
WALLACE. FARM ENTRANCES WILL BE APPROXIMATELY 1.5MILES FROM
KENANSVILLE AS SHOWN ON MAP.
MAILING ADDRESS: SHIPPING ADDRESS:
TOMMY CHESTNUT TOMMY CHESTNUT
816 SOUTH NC 11 HIGHWAY #11 SOUTH
MAGNOLIA, NC 28453 KENANSVILLE, NC 28349
WORK: (910) 296-0373
BROWNS OF CAROUNA,INC
303 EAST COLLEGE STREET • PO BOX 487 - WARSAW NC 28398-0487 • OFFICE [phone] • FAX•(910)2934726

F State of North C(-"-�lina
Department of E -1ronment,
Health and Natuljl Resources 4 ° o
Division of Environmental Management �'
James B. Hunt, Jr., Governor
® �
Jonathan B. Howes,, Secretary
A. Preston Howard,Jr., P.E., Director
ADDENDUM
CONDITIONS AND/OR EXCEPTIONS TO CERTIFICATION
Name of Farm: l OMOLV L l Div y7r
Address: A16 11 AZOU� /�/C 2053 County: J-'?0PL-1 AJ
Name of Land Owner(print): OMA V rr
Signature (Land Owner): Q
Name of Technical Specialist Ce Q (print): M 1� . LSD
Signature (Technical Specialist): Date:
All statements below that are initibedy a techri specialist apply to the attached certification:
The irrigation system has not been installed or evaluated concerning nozzle size, spray pattern,
spacing, pipe size, etc. It is the responsibility of the producer to obtain and operate the
system with the proper components and to supply the required maintenance to assure that no
runoff of pollutants occurs during operation and that the waste is applied at the approved rates.
By (month/day/year) the producer should have an irrigation specialist, possibly
the dealer where the system was purchased, prepare an operation and maintenance plan for
the irrigation system so that the producer knows how to operate the equipment to meet the
non-discharge requirements.
The waste management plan for this operation is based on yields higher than what is now
recommended by NRCS; however, these yields are obtainable under high levels of
management and the farmer has supporting documentation to justify higher nitrogen
application rates.
All of the permanent vegetation required by the waste management plan has not been
established as of the date of this certification. The producer agrees to establish the
vegetation by (month/day/year), and to provide a temporary small grain crop in
case some pumping is required prior to the establishment of the permanent vegetation.
The landowner is responsible for notifying DELI in writing that the stated work that has a compliance date has been completed. This notification must be received by DEM within 15 days of the
compliance date(s) listed above. Please send verification of the properly completed work to: DEM
Planning Branch, P.O. Box 29535, Raleigh, N.C. 27626.
certaddn.doc revised: 6-15-95
P.O. Box 29535,Rcleigh,North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equcl Opportunity Affirmative Action Employer 50%recycled/ I o%post-con&;mer paper

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SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 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 47.3 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 45. 3 . This temporary
storage, less 25 yr- 24 hr storm, contains 159164 cubic feet or
1190547 gallons.

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

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 horizontal 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 1.5 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.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS

-------------------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 3. 0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
180.0 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
90.0 LBS. RYE GRAIN AT 30 LBS. /ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
24 .0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS. /ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS. /ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LBS. RYE GRASS AT 40 LBS. /ACRE (TEMPORARY VEGETATION)
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 (2 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 3 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.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. /ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

SCS•ENG-S18 �. u��•e�••eni ,�� �.,w�Cuu�une
Re.. 5-70 SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FAR.` ZR'S NAIKE 85leO DISTRICT
DATE COUNTY
S.C.S. PHOTO SUELET NO. WORK UNIT
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIONIST
SK---,CH OF PROPOSED POND SHOWING WHERE BORINGS WERE NL4DE (Approx. scale 11' feet;
Locate reference point +n center line of dam and fde"dfv on sketch.
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Operator: _________ _________ _________ ________> David Chestnutt
County:__ _________ _________ _________ ________> Duplin
Date:____
Dist.to nearest residence (other than owner) : ft.
sows (farrow to finish) :___
sows (farrow to fee eder) :___
head (finishing only) :_____ _________ ________> 3200
sows (farrow to wean) :_____
head (wean to feeder) :_____ _________ ________> 0
Ave. Live Weight for other operations(lbs. ) =>
Storage volume for sludge accum. (cu. ft. ) :=>
Treatment Volume (min. 1 cu. ft./lb. )===____> 1.0
25 Year - 24 Hour Rainfall (in. ) ===_________> 7.5
Rainfall in excess of evaporation (in. ) ===__> 7.0
Drainage area of buildings & lots (sq. ft. )=>
Volume of wash water (gallons/day) ====______>
Temporary storage period (days) _____________> 180
Freeboard (ft. ) :____________________________> 1.0
Side slopes (inside lagoon) :________________> 3.0 1
Inside top length (ft. ) :____________________> 230.0
Inside top width (ft. ) :_____________________> 400.0
Top of dike elevation (ft. ) :________________> 49.0
Bottom of lagoon elevation (ft. ) :==_________> 39.0
Seasonal high water table(SHWT) elev. (ft. ) :=>
Total required volume:_____ ________> 648664 cu. ft.
Actual design volume:______ ________> 652878 cu. ft.
Stop pumping el. (> or = to 0.0 ft.SHWT) > 45.4 ft.
(> or = to 45.0 ft.Min. )
Required minimum treatment volume: 432000 cu. ft.
Volume at stop pumping elevation: 432583 cu. ft.
Start pumping elev. :________________________> 47.3 ft.
Volume at start pumping elevation: 594575 cu. ft.
Actual volume less 25yr-24hr rain: 595378 cu. ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:====> 159164 cu. ft.
Actual volume to be pumped:==> 161992 cu. ft.