670079_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: 67-0079 Certificate Of Coverage Number: AWS670079
2. Facility Name: Barry Shepard Farm
3. Landowner's Name(same as on the Waste Management Plan): Barry D Shepard
4. Landowner's Mailing Address: 187 Windmill Ln
City: Jacksonville State: NC Zip: 28540-8447
Telephone Number: 910-347-4829 Ext. E-mail:
5. Facility's Physical Address: 258 Windmill Ln
City: Jacksonville State: NC Zip: 28540
6. County where Facility is located: Onslow
7. Farm Manager's Name(if different from Landowner): Barry D Shepard
g, Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): MgMhv-Brown LLC
10. Operator Name(OIC): Barn►D.Shepard Phone No.: 910-347-4829 OIC#: 16261
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 6,400
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
Name: Title:
Signature: Date: ?J I�YI `j
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

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)
LAGOON#I g 4t 172,062.00 19.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
S. 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]

Version—November 26,2018
Mortality Management Methods
Indicate which method(s)will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B.0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
1-1
A composting system approved and permitted by-the NC Department of Agriculture&Con-
El 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.
D In the case of dead poultry only,placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
Any method which, in the professional opinior6of the State Veterinarian,would make possible
1:1 El the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must.be attached).
QMass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options;contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be-done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
J
Signature of arm 0 er/Manager Date
Z _.-� //9
l
Signature o Technical Specialist Date

NUTRIENT MANAGEMENT PLAN
Grower(s): Barry Sheppard
Farm Name: Sheppard Farm
County: Onslow
Farm Type: Feed-Fin
Farm Capacity: 6400
Storage Structure: Anaerobic Lagoon
Storage Period: 180 days
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner.
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations.
Page: 1

5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft3, tons, etc.):
6400 animals X 986 gal/animal/year = 6,307,200 gallons
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
6400 animals X 2.30 Ibs/animal/year = 14,720.00 Ibs
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
Page: 2

The following acreage will be needed for waste application based on the crop to be grown,
soil type, and surface application.
Tract Field Soil Crop Yield Ibs N Acres Lbs N/Ac Lbs N I Ibs N Time to
T e Code /Ac /unit Residual /Ac : Required Apply
1097 1 GbA B 5.5 50.00 8.2 275.0 1 2255.00 Mar-Oct
1097 --1 GbA K 1.0 50.00 8.2 50.0 410.00 S-April
1097 2 FoA B 5.1 50.00 5.3 ; 255.0 ; 1351.50 Mar-Oct
1097 -•2 FoA K 1.0 50.00 5.3 50.0 265.00 S April
1097 3 NoB B 5.2 50.00 2.5 ► 260.0 650.00 Mar-Oct
1097 -3 NoB K 1.0 50.00 2.5 j 50.0 ; 125.00 S-April
1097 4a FoA B 5.1 50.00 9.6 255.0 12455.65 Mar-Oct
1097 -4a FoA K 1.0 50.00 9.6 50.0 j 481.50 S-April
1097 4b FoA G 3.5 50.00 5.5 175.0 1 962.50 F-Jun,S-N
1097 5 FoA G 3.5 50.00 12.3 175.0 2152.50 F-Jun,S-N
1097 6 NoB B 5.2 50.00 12.3 260.0 3195.40 Mar-Oct
1097 -6 NoB K 1.0 50.00 12.3 50.0 614.50 S-April
Total 55.8 14918.55
Available N 14720.00
*Difference -198.55
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer
annuals.
*A negative number reflects the total Ibs of additional nitrogen needed to achieve yields on
acreage listed in chart. A positive number means additional acreage is required to utilize the
nitrogen produced by the fame.
NOTE:
This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc; interseeded in bermuda), forage must be removed
Page: 3

through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definately interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
The following legend explains the crop codes listed in the table above:
Crop ode ro Lbs N utilized / unit yield
A Barley 1.6 Ibs N / bushel
B Hybrid Bermudagrass - Grazed 50 Ibs N /ton
C Hybrid Bermudagrass - Hay 50 Ibs N / ton
D Corn - Grain 1.25 Ibs N / bushel
E Corn - Silage 12 Ibs N / ton
F Cotton 0.12 Ibs N / Ibs lint
G Fescue - Grazed 50 Ibs N / ton
H Fescue - Hay 50 Ibs N /ton
I Oats 1.3 Ibs N / bushel
J Rye 2.4 Ibs N / bushel
K Small Grain - Grazed 100 Ibs N / acre
L Small Grain - Hay 133 Ibs N / acre
M Grain Sorghum 2.5 lbs N / cwt
N Wheat 2.4 Ibs N / bushel
0 Soybean 4.0 Ibs N / bushel
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
Page: 4

SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 0.36 pounds of plant available nitrogen per animal per year in the
in sludge based on the application method listed earlier.
If you remove the sludge every 5 years, you will have approximately 11520.00
pounds of PAN to utilize. Assuming you apply this PAN to hybrid bermudagrass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 38.40 acres of land. If you apply
the sludge to corn at a rate of 125 pounds per acre, you will need 92.16 acres of land.
Please be aware that these are only estimates of the PAN and land needed. Actual requirements
could vary by 25% depending on your sludge waste analysis, soil types, realistic yields, and
applications.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
(",',,,exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
The following is provided as a guide for establishing application rates and amounts.
Soil Application Rate Application Amount
Tract Field T e Cro inlhr ' inches
1097 1 GbA B,K 0.50 1.50
1097 2 FoA B,K 0.50 0.95
1097 3 NoB B,K 0.50 1.50
1097 4 FoA B,K,G 0.50 0.95
1097 5 FoA G 0.50 0.95
1097 6 NoB B,K 0.50 1.50
Page: 5

I I I i
"This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres.shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
Additional Comments:
Plan revised to reflect acres according to the irrigation design__
Field numbers changed to coincide with the design since some of the fields
were combined to simplify the record keeping process.
Because some of the shape of the fields, there will be some areas that are not
covered under the sprinklers, the landowner can apply commercial fertilizers
on these areas. He will need to keep records of the amounts and be careful not
to apply on those areas under irrigation. _
The landowner has other farm acres not covered-in this plan that could be used for
sludge removal when needed. _
The landowner could elect to cut any parts of these fields for hay if it is needed.
Page: 6

NUTRIENT MANAGEMENT PLAN CERTIFICATION
Name of Farm: Sorry Sheppard
OwnodManager Agroernent Barry Sheppard
INm understand and will follow and implement the specsfications and the operavon and
maintenance procedures established In the approved animal waste nutrient management
plan for the farm named above. Iuwe know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities,will require a
new nutrient management plan and a new certification to W submitted to QWO before the new
animais are stocked.
Vwe understand that 1 must awn or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no cscharge occurs from the lagoon
in the event of a 25 year 24 hour storm. 19180 cal-tify that the waste will be applied on the land
sccording to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon reques!.
Name of Facility Owner, Barry Sheppard �—
Slpnature: b2z"P
C
e
Name of ManaSer(If dtfterwA horn owner):
Please Print
8lanature:
Date
Name of Technical Specialist: Jimmy R.Vinson
Affiliation: Brown's of Carolina, Inc.
Address: P.O.Box 487
Warsaw, NC 28398
Telephone: [phone]
Signature: � ' z
Date
Page: 7

rQ&-%erator:Barry Sheppard County: Omslow Date: 01/09/96
Distance to nearest residence (other than owner) : >1500 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. - 0 lbs
6400 head (finishing only) x 135 lbs. = 864000 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. - 0 lbs
Describe other : : 0
Total Average Live Weight = 864000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 864000 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 864000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Vo lume = a-:A-- cubic feet IJ o
4. TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 430. 0
Inside top width (feet) ---------------------- 400. 0
Top of dike elevation (feet) ----------------- 49.8
Bottom of lagoon elevation (feet) ------------ 39. 8
Freeboard (feet) ----------------------------- 1. 0
Side slopes (inside lagoon) ------------------ 3 . 0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3 . 0 3 . 0 3 . 0 3 . 0 424 . 0 394 . 0 9. 0
AREA OF TOP
LENGTH * WIDTH =
424. 0 394.0 167056 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
370.0 340. 0 125800 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
397.0 367. 0 582796 (AREA OF MIDSECTION * 4)
CU. FT. _ (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
167056. 0 582796. 0 125800. 0 1.5
Total Designed Volume Available = 1313478 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
430.0 400.0 172000.0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 172000. 0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1.37
Volume = 864000 lbs. ALW/135 lbs. ALW * 1 . 37 gal/day 180 days
Volume = 1578240 gals. or 210994 . 7 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0. 0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7 . 0 inches
Volume = 7. 0 in * DA / 12 inches per foot
Volume = 100333 .3 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 107500. 0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 210995 cubic feet
5B. 0 cubic feet
5C. 100333 cubic feet
5D. 107500 cubic feet
TOTAL 418828 cubic feet
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7 . 0 inches
25 year - 24 hour rainfall==================> 7 . 5 inches
Freeboard====-==============================> 1. 0 feet
Side slopes=====____________________________> 3 . 0 : 1
Inside top length===========================> 430. 0 feet
Inside top width============================> 400. 0 feet
Top of dike elevation===---=================> 49.8 feet
Bottom of lagoon elevation==================> 39.8 feet
Total required volume=======================> 1282828 cu. ft.
Actual design volume========================> 1313478 cu. ft.
Seasonal high watertable elevation (SHWT) ===> ,45. 0 feet
Stop pumping elev.====--____________________> ",46. 0" feet
Must be > ========= 'or --- to the SHWT elev. _> 45. 0 feet
Must be > or = to min. req. treatment el .=> 45.8 feet
Required minimum treatment volume===========> 864000 cu. ft.
Volume at stop pumping elevation============> 864697 cu. ft.
Start pumping elev._________________________> 48.1, feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 1205978 cu. ft.
Volume at start pumping elevation===========> 1197737 cu. ft.
Required volume to be pumped================> 311328 cu. ft.
Actual volume planned to be pumped==========> 333040 cu. ft.
Min. thickness of soil liner when required==> 1. 5 feet

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o�•'`��H CAROB
7. DESIGNED BY: �� .; r„_�_�APPROVED BY: �a`�O ” %,�
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a" LESS/p000� ;
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DATE: /_ DATE
41
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN moo�'G, NGr NEE��'r� o%
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*Note: Engineering approval is for minimum design standards
and is based on pre-construction site and soils investigations.
Technical specialist shall verify soils during construction, coNsvc.r
with Engineer on any required modifications, and perform final
as-built certification. Technical specialist is* responsible
for excavation calculations and nutrient management plan.
Technical specialist to verify with owner/operator (1) all
applicable setback distances, and (2) excavation of known
tile drains in construction area before sitework begins.

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SOIL SURVEY OF ONSLO' ;OUNTY, NORTH CAROLINA - SI NUMBER 28
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SCALE 1 24 000

A.*T"'i.- 'XA.%1GM .T PLAIT C3R Z71C.ITTON POR NZW L .r:ANDED P_._.DLOTS
Please rat•.=; th4 c letad for to t!:a Divisioa of '�v��o natal N a�A t at
thQ add--sag as them rsve=sa side of trig fo=.
Name of fa_-= (Please ri:zt) :
Phone No. :
County-•— DNsxercl
Far location: Latitude arc Longitude:'LVAO,ff'�a �11 �T ie (rewired) . Also,
please attac-h a copy of a county road map with location identified.
TI 7e of operation (s:ri-e, layer, dairy, etc.) :
Design capacity (nu !:er o f ani=als) : TS
Average size of ope=at_on� (12 mcndh population avg.)
Average ac=eage needed for land application of waste (acres) :_7:5L•
saaaa�aass�aa�aaaaa�sa�a=s�zzsasaaessa3ssasssasaasasssaa�saassasss3aaazsas3�saas
Tech_- cal Specialist Ca---tificatioa '
As a technical specialist designated by the North Carolina Soil and Water
Conser-,,ration Co=_I ssion pursL:a:t to IsA NCAC 6r -0005, I certify that the new or
expanded a.r-!=-" waste management system as installed =o r the f a.= named above
has an animal waste management plan that meets the des-gn, cc'nscZtction,
operation and maintenance standards and specifications of the Division of
Environmental Management and the USDA-Soil Conservation Service anal/or the North
Caroli:a Soil *and Water Conservation: Cori fission pursuant to 15A NCAC 2H.0217 and
15A NCAC 67- .0001-.0005. The following, elements and their corresponding minimum
criteria-La by me or other designated technical specialists and
are included in the plan as applicable: minimum sepa=atiors (bu==ars) ; liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; adequate
cuarticy and amount of land. for waste utilization (or use of thi=d parry) ; access
or owners:ip of prcpe= waste application equipment; schedule for t_mizg of ,
applications; application rates; loading rates; and the control of the discharge
o1. pollutants f=on stc= ate-*• rtmoff events less severe than the 25-yea=, 24-hour
storm.
Nara of ='ecl=i cal Spec'abet lPLease Pain t) : J11 my .R. Vi.n�On
Af£i.liac' r.: Brown's of Carolina Inc.
Address (Ad., R ,r _ Phone No. aT n�3-3900
Sig:.atu=_ A. Date:
---:7����. r.. 3�s..:: ..ZZ�3��Z�ssSS�S��333ZZSz32SZS.:SS�3�Z33�3s=333s3333a�
AT_-+e art
i (we) urn stand he operation and ma_.-itenarce procedures established in the
approved animal waste management plat. for the fa--m named above and will i=.plement .
these procedures. I (we) know• gnat any additional expansion to the existing
design capacity of the waste t,eatment and storage systa= or construction of new
fay=liti.es will require a r_ew ce _ficacion to be submitted to the Division of.
Zaviror ertal Management before t a new animals are stocked. I (we) also
understand that there =_,st be no discharge of ani=al waste f=cm this system to
surface waters of the state either tIn.rough a man-made conveyance or through
runoE= from a scorm event less severe than the 25-year,, 24-hou= storm. The
approve; plan will be filed at the fa--m and at the office. of the local Soil and
Water Conse_-var,t=on Dist=is-.
Nara o f T.snd
Signature' Date: - 9(0
ell
:tare cf ?�ar_a� difrerent f_ca owner (Please print) :
Sig^at.:r Date•
Note: A c ange i= land aw-nership rec-.:_=es not_=icaticr. or •a new certification
the agpLovec= plaz-, is changed) to be subitted to the Division of
Enviro=enc_al Managemenm within 60 days of a title t.:ansfer.
DF-w. USE ONLY:ACEN

NRCS WASTE UTILIZATION
PLAN SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff,drift,manmade conveyances,direct application,or
direct discharge during operation or land application. Any discharge of waste which reaches surface water is
prohibited
2. There must be documentation in the design folder-that the producer either owns or has a notarized agreement for use
of adequate land on which to properly apply the waste. If the producer does not own adequate Iand to properly
dispose of waste,helshe shall provide a copy of a notarized agreement with a landowner who is within a reasonable
proximity,allowing him/her the use of the land for waste application. It is the responsibility of the owner of the
facility to secure an update of the Waste Utilization Plan when there is a change in the operation,increase in the
number of animals,method of utilization,or available land.
3. Animal waste shall be applied to meet,but not exceed,the Nitrogen needs for realistic crop yields based on soil type,
available moisture,historical data,climate conditions,and level of management,unless there are regulations that
restrict the rate of application for other nutrients. Actual yields may be used in lieu of realistic yield tables at the
discretion of the planner.
4. Animal waste shall be applied on land eroding less than 5 tons per acre per year. Waste may be applied to land that
is eroding at more than 5 tons but less than 10 tons per acrea per year prrn•iding grass filter strips are installed where
runoff leaves the field (See FOTG Standard 393-Filter Strips)
S. Odors can be reduced by injecting the waste or disking after waste application. Waste should not be applied when
there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding,it will be soil incorporated on conventionally tilled
cropland. When applied to conservation tilled crops or grassland,the waste may be broadcast provided the
application does not occure during a season prone to flooding. (See"W3ieather and Climate in North Carolina"for
guidance.)
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occure off-site
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 surface is frozen.
9. Animal waste should be applied on actively growing crops in such a manner that the crop is not covered with waste
to depth that would prohibit growth. The potential for salt damage from aiiiuial waste should also be considered
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a high 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 a 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 componet of a swine farm shall be at least 50 feet
from any residential property boundary and from any perennial stream or river other than an irrigation ditch or
canal. Animal waste other than swine waste from facilities sited on or after October 1, 1995,shall not be applied
closer than 25 feet to surface water. This distance may be reduced for waters that are not perennial provided
adequate vegetative filter strips are present(See Standard 393 -Filter Strips).

NRCS WASTE UTILIZATION
PLAN SPECIFICATIONS
(CONTINUED)
12. Animal waste shall not be applied closer than 100 feet from well..
13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by landowner.
14. Waste shall be applied in a manner not to reach other propery and public right-of-ways.
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 it has been approved as a land
applications site by a"technical specialist". Animal waste applied on grassed waterways shall be at agronomic rates
and 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. Lagoon berms and structures should be inspeeted regularly for evidence of erosion,
leakage,or discharge.
18. If animal production at the facility is 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 vegetalbles and other crops for direct human consumption.
However,if animal waste is used on crops for direct human consumption it should only be applied preplant with no
further applications of animal waste during the crop season.
21. Highly visible permanent 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 volunie for,�%•aste storage ponds. .
22. Soil tests shall be made every year,and a liquid waste analysis shall be taken within 60 days of application
consistent with waste utilization plan. Poultry litter shall be tested prior to application. Soil and'waste analysis
records shall be kept for five years.
Dead animals will be disposed of in a manner that meets NC regulations.

Mortality Nlanacrement 'Niethods
(cli�Ck whichtnctltod(s) arc being, implemen(ed)
I Burial three feet beneath the surface of the ground within 24 fours after
knowledge or the death. The burial must be at least 300 feet from any Mowing
stream or public body of water.
Rendering at a rendering plant licensed under G.S. 106-163.7
C7 Complete incineration
C1 In the case of dead poultry only lacing '
approvcd by the Department of Affnculturc In a disposal pit of a size and design '
r
J Any method which in the professional opinion of the State Veterinarian would '
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be '
attached)
Insect Control '
Checklist folAnii
. nal Operatlons .
_,yam•
.Suurre (:,,use -
111111's lu Cu++lrul luse+:ls .Silt.Sl+crili� 1'rurlit•cs
I:htsh tiuU�rs Li+tuid Syatcuts
11t:�uuutluliuu ufsulids O I`lttsh system is dcsignctl and operitled
sttrticicully to retttuve"ct:tt"'"Iittctl solids from
attlters as ticsigtted.
O Itentove l,ritlgittt;of accttntttl;tletl solids pt
dis�hstr�t:
;utd fits Crusl+:d Solids M:+intuiu luHornts,seuling btsins and pits where
pest hreedind is appstreut to utinimicetile
crusting of solids to it depth of,to more Hum 6- '
8 irtchcs over mnre lh;ttt 3o%orsurrace.
L,►r+a�i�•c Ve��:l,,tive l)�cuyin�ve�etttliutt Muintuin ve8etativu control aluug hanks ul'
t,tutti•tlt 1a1.0otts and other im,ountlntcnls to prevent
ttccumulatiou urticenyittg vecetalive matter
Wong%vulcr's edge on intl,ouudtucnl's peritueler.
t

Swine Farm Waste Management Odor Control Checklist
511t11'Ct: Cuusc HIM's to hlinhnize 0do1' Sile:Specific P1•11clices
1��t1111�tt~i,tl • Swillc 1110tlllclioll Vegelative or Wooded buffers;
Itecolnmended•best manllcenlenl practices;
Conti judgment lend co111111 nl sense
Animal body snlfaces Dirty nlnnure-covered animals Cl Dry floors
I�I�u,r sin I;Ices Wet nlanrlrs-covered Iluors :" Slotted floors;
;tit Waterers located over slotted floors;
It
11 feeders at high end of solid floors;
t( Scrape manure buildup front floors;
C) Un►ernnor ventilation for(trying
l+launre cullccliun Nils • thine; `P-ti I'retlllenl manum removal by flush,pit r'ecbarg�;
• l'arlial microbial deconlptlsitioll or scrape;
Cl Underllnor ventilation
Venlilalion exhatasl Bins • Vulwile uses; 'Gl l.,un n111iutenunce;
Dust Ch 1111kienl air tnovenieul
loduur su,f;tces ,,
I)osl Washdown between groups of unbinds;
11 Feed tltltlilives;
n Feeder covers;
Cl Feed delivery do►vnspoui extenders It, feeder
covers
1:111s11 Itlttks • Agilaliou of re;cyclell lagoon O Flush hink-covers;
liquid while funks are lining C7 Extend fill lines to near bolluul of tanks►via,
111111-sipholl vents
1-1115b allcps • Agilaliou during waslewalcr Cl Underfloor flush with underfloor ve tililalinn
conveyance '
Pil ItAlitrge puiuts Agitation of recycicd lagoon !` 1sxlend rerhurge lines lu near buttulil ul'I,ils
liquid while pits are filling � ` Willi 111111-silllloll vents
l.11'i Agiludon lluriug.sunlp lunk CI Sump lunk covers
filling and drawtlown
Ouisida drain collection Agilution during waslewallcr f:l (lox ethers
or jullullon Iluxe:s conveyalce ,
rs
1•I11vullillur 11. 19,96, Page 3 - .

Snurcl: Cattle 1,MI's to Jl 11111114c OflurSped ,.
Alai or drain Ii Ica Id . , .Site ftc I I urlices
I I Agilalion durilig waslowaler � Lxlcllel discharge point of pipes underneath Ialgnon conveyatice lagoon liquid level
Lagoon sttrfuc:cs Volalilc yns elllissions; Proper lagooll lillllid capacity;
lliuloglcal mixing; 1
- Correcl lagoon slartup procedures;
• Agtlallon .
,. Mlnlllllltn surface Area-lo-volltllle rnlio;
' 1' Mittilntttll agilalioll wllctl.pumping;
Cl Mechanical aeration;
`n. Proven biological additives
It'rigallie„t sllrilll.lcr 0 I ligll flresstlre:agilaliult; � lrXF l'igattc on e!ry(lays Willi lilllc or no Milli •nnt�le:5 . Wind drift '
P"• Mlllitlllllll rccolllnlcllrled operaliug nressur.c;
,'Cl' Pump hllnke ncur lagoon liquid surface;
Cl I'lltnp front second-slage lagoon
Swra,gc umL or liasin • 11atlial Illicrubial elccontpositiull; C1 Ilolloul or midlevel loaelill
silllilec • Mixing while:fillipb� Cl I.• 6.
� allk covers; .
• Agllatialt when emptying Busill surface orals orsolitls;
Cl Proven biological additives or oxidants
Sctlliug basin sttrl�,ec J'arliul u,i.:rul,ial dccnulpusitiun; l7 Extendclraiupipc outlets underneath licluicl
• Mixing while filling; level; '
• Agilation when ctllplyillg Cl RCIIIOvc scllled solids regularly
Mallorca,slurry or sltlelge • Agil:Ilion%vllell spreatlillg; C1 Soil illjcclioll elf slurry/sludges;spreader oullels . Volalile gas emissions
Cl Wash"resiclual manure rrom spreader airier use;
17 Prove ll binlnuiclll additives or oxidatlls
IJIICIIvcrcel Illatlltll'c, • Volalilc gals Clllissiulls while q Soil illjcclioll ul'sitllry/sludges
shiny or sludge on fielll. drying
sill l01ces r.7 Soil fncorpornlinll wililill sig Itrs.;
n Spread ill illill ttllirnt'lll layers fair rapid(ltyillg;
0 Proven biological nddilives or oxiclalllts
Dead noinlalls Carcass de composiliall Proper disposition ol•calrcusscs
Dca,l uniurll disposal Carcass decoolpwsitioo
Mils
1 0 Conllllcic covcrillg of ectrensscs in l,urial ,its;
C] Prnper locallion/constrtletion ol'disposall pits
Incillera,lIll's • hle:uullllcle;e:unllntslielll - Cl Se condury slack limners
` ')C•November 1 I I 1996, Yugo 4

Su,ircc Cuusc Itlti11's In 11�1i„Iu,izc Odu,• .
Standing water around Improper drainage, Site Specific I'ructires
Iueilitics EK.Grade and landscape such that water drains
Microbiul decotnljosmon of nway from facilities
organic Matter
h1unurc ira,:ked unto '
Poorly tttaittlultted access roads - l:antt access mail tttnitticuattco I,uhlic raadS Irrntt farm ✓ .
• itCCCSS �
Addilional I,tformulinn
S�vitte Mtntttre Mattnuetticltl; 0200 Rulc/IIMI'Packel Avitilithle Prom
Stviot:Producliutt furl Polcolial Odor Sources and ItCundt'es; IiDA[?I':tct Sltcel NCSI1,Cuttnty ExIcusion Center
Swine Productlott J-ttcilily Mnnttrc Mattis ctttcttt: '' r I I ge- ,ttLoutt Trcitlrttcttl ; liDAl's 128-68 NCSl1-IIAII
-Swine I'(nd"clit„t i�acilily bli,ttttt•e Muttufl •• . 1`JCSt.I-IIAIi
Lcment:Undcrilo or flush I,�tl,uon I ri.nitttcttt ; Is[]A I? 129-88 NCSI l-IIAIi
1•at;uutt I)esigli Will Mattugement fur Livestock Manure Treatment and Slorngc; 1?IIAI. 103-83
Calibration of Winn and Wastewater Application 1irl,tipment; fsl]A :Pact Shed NCSU- IIA li
Cutttrulling Odors from Swinc Buildings; PH 1-33 NCSU-IIA I:
litiviroomemul Assnrunce Program; NI'I'C Matttlal NCSU-Swim Extension
01,11ims fur Mullugiiig.Odor: a report front the Swine Odor Tusk Force NC Turk Pruilttcers Assoc
I•I,tisi,ttcC Crntccrns its ArtirttWl Manure Matta6ctucnt:odors and Flies; I'1t0107, 1995 Cunfcrettee NCSU Atari Communications
1 rocccili,tgs Florida C.r,ul,eritttvc I:xlettsir,tt •
�, AM t •Nuvembur 11, 1996g Page 5

LAGOON MARKER
o FREEBOARD + 25YR/24HR STORM
MAXIMUM LIQUID LEVEL
6 MONTH TEMPORARY
STORAGE
MINIMUM LIQUID LEVEL
PERMANENT STORAGE J
J

DAI 1OW
EINMRGENCY AC ON PLAN
PLo
/97ERS
ti
E ERGE CY ZVLAX AjWVW
Y�S�ICD '
I'acs 411 yes- yV?z
••=Tcis pLn w• 1 be irpie.•-e.�trd in the event dt zt wastes frorz your operadon are leal6x&
off see. You should not wart until wastes re=h' sur�c`waste s or lei
your proper�y to cansAider that you have a problem. You should make every effort.to =sure tbp—+
this does not bappea. TnTs_o1z*r shod bgoted �n acc��'ble iQcation for n err,�i�v_e-s,,,,
• v ha
Tne foUawin;are some acdca iteris you should take. .
I. Stop the release of wzstes. Depending on the slit- don, &l s may or may not be possible:
Su erred responses to sone pass"le problems are used below.
A Lagoon overfEow—possible solutions are:
• a. Add soil to be.;•z to increase elevz on of&m.
b. P=P waste to fekds at an acceptable re-ae. '
C. Stop an flows to th.e lagoon kanedia*e:y.
d. Czll a pupping coB�c:or. .
e. Make sure no surace water is enters,-lagoon.
B. Runoff from F•'se aza9.cadan field-actions include:
a:. Inu-nediately stop wz-ste application. ,
• b. C ce:to a ternpo mry .;dive o n to coritzin waste.
•:�, c. Incorporate wzste to reduce ruroE
d. Evaluate and ell Lna+e the reason(s) that mr, ed the runoff.
• C. EMIuate the application,rates for L%e welds where runoff occurred,.
C. Le_tiage from the warm pipes and sprinklers-acdon include:
a.. Stop recycle pun.p. '
b. Stop TriSation pt=p. :
C. Close valves to Urninate fL:z-.he.�discha.a-e. •
d. R:r,air 01 leaks prior to rerr"mxting purnos. .
�. ... • ..

D. flush sysiems, houses, solid separator-action include:
a. Stop reryc.e pump.
b. Stop i=:goon pump.
C. Mace sz=e no siphon occurs. _
• d. Stop as flows in the house, flush systems, or solid separator,.
e. Rea -all leaks parer to res`.r.rLZg pun ps.
E. L-a!�_*`e E7cr..base or s;de xzl*`0flagoon. Oftea this is seepage as opposed to flowing
lead-puss-ble ac4oa:
a. Dig a szmaU well or ditch to catch all seepage, put in a subrZe,ible um and urn
back to lagoon. P Pj P P
b. If holes are caused by burrowing animals, trap or remove anirmils and fill holes and
. compact with a clay type soU.
C. Have a professional evaluate the condition of the side waifs and lagoon bottom as soon '
as possole.
2. Assess the.ex-ter.t. of t`te spill z*td note any obvious danages. .
a. Did the waste're*.*-cz any sural"ce waters?
b. Ap pror-rate?y how nuts was released and for what duration?
C.
Any da.*r,age noted, such as employee injury, fist kills, or property damage?
d. Did the spin leave the property?
e. Dees the sp uI have the potential to reach surface waters?
£ Could a future rain event cause the spill to reach surface waters?
S. Are potable water wells in danger(either on or of'of the property)?
h. How muc z reached sur Ixe—craters?
3. Corgi appropriate agencies.
a. During normal business hours, call your DWQ(Division of Water Quality) re?zonal ofiic -•
:: '• Phase 9 19 9'�e. 6�{fl
After hour, emergency number: 919 733 59yz Your phone call
should include: your name, f cIry, telephone number, the details of the incident from item
2 above, the exec:location of the fa c-uiry, the location or direction of mov=eat of the spu1,
weather grid wind conditions. 7-he corrective measures that have been,undertaken and the
seriousness of the situation. .
b. L--spilI leaves pcope,-ter or ent surface waters, call local IBIS Phone number 9I I.
C. IasUuct M,viS to contact local Health Department. -
d. Contact CES, phone number 919 455 Y5i7Z.Iocal SWCD office phone nmaaber
q55 Wy7 Z and local hRCS of-Eice for advic 1technicaI assistance phone ouazber
• S5-i{�7 Z
4. If aone of the above worlks, call 9I I or the Sheriffs Depa=ent and explain yourprobl=to
there mid ask that pecan to contact the proper agencies for you.

•.:•
•` S. Coat'dG'the , .
watractor ofyour choice to beta repair of problem to rulairriza.
�ow�� LL ��; ofr-stems
a_ -tors
b. Ccntrac ors Address:
Q COutrac ors Phone:
• 6. Coata,ct the techni=1 spe~aES.'who c-=Eed the lagoon(MRCS, Cons,1Ida E.z '
a. Name: , JA ISoi� ,� tllrjs�
• • b. Phone: 9!0 93 2 9�t
cS O Z o 3
7. ?atp'==t proc as ldvised by D WQ and t=nicaI assist ce agencies
'f='� • ' � the
to rectify the
y release ��' aad reass=the waste aiaaagezn=t plan to keep problems with
wastm from bappa ag
•

BARRY SHEPARD - GROWER #310
STATE ROUTE #1108 - ONSLOW COUNTY
8 (800) FINISHING
QBSP# 24-042-06-25
Sµ peA
S A N D Y
£ A T
U N I
1.
_ p
a � -
�I\ \ ;� f
P
DIRECTIONS : FROM KENANSVILLE, TAKE HWY #50 TOWARD JACKSONVILLE.
TAKE LEFT ONTO HWY 53 TOWARD JACKSONVILLE. APPROXIMATELY 5.5 MILES
AFTER CROSSING INTO ONSLOW COUNTY TAKE RIGHT ONTO SR #1107 , THEN
NEXT LEFT ONTO SR #1108 . FARM WILL BE APPROXIMATELY 1 MILE ON
LEFT.
MAILLING ADDRESS: SHIPPING ADDRESS:
BARRY SHEPARD BARRY SHEPARD
109 WINDMILL LANE STATE ROUTE #1108
JACKSONVILLE, NC 28540 JACKSONVILLE, NC 28540
r► (910) 3'1 -�35`7
303 EAST COLLEGE STREET . PO 67:<487 • WARSA,; NC 2U ;1.-f • OFFICE [phone] • FAX [phone]

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 48. 1 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 46 . 0 . This temporary
storage, less 25 yr- 24 hr storm, contains 3113208 cubic feet or
2328733 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 wastd 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: 4.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0. 0 LBS. FESCUE GRASS AT 60 LBS. /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: 'SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS. /ACRE (NURSERY FOR FESCUE)
240.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
0. 0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS. /ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
40.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS. /ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
160.0 LBS. RYE GRASS AT 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
4000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS. /ACRE)
8.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
400. 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.

Sail Conservation Service September 1980
. .• File Code: 2I0
HAZ4RO CLASS I FI CAT.I ON DATA SHEET FOR DAIS.
ndowner h12 lI/ S -� ; �' • - _ - - �? �.
�-, t�k County �,iVSLG.y
Ccarmanity or Croup: Pla_. -• Conser_vatiorr•PIan No. . . . .
•►ila16e e th of a �f f . • a l O J.
Es � �_ 0 ? W t.. to Top. o� Oam Ft. Length o► Flood Pool 5 Ft. .
Date of Field Hzzird Investtigatiori xz?U-- q<- '
Evaluation by reach of flood plain downstream to the point of estimated minor off,act
from sudden data failure.
: • . ev.. -.Est. evati on
•, - - Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land. Use Improvements Above :Floodwater Above
- Flood Plain: Flood Plain
Ft - -
. t. : p Ft. , . t.
2 •
3 .
Describe potential for loss of life and damage to existing or probable futilre dcwnstream,
improvements from a sudden breach
Hazard Cl ass- ►"i cation of Darn b, c) (see NEM-Part KO M)
Da..m Classification (I, II, III , IV, V)
By _. Date
L pame (title)
Concurred By 10,L• Date
ti t1 e) .
NOTE: 1. • Instruct-ions on reverse side.
2. Attach additional sheets as needed.

F TYPICAL X-SECTION TOM ELEV, 50.00'
r�.us�o�u NAIL IN:------------
SEE NOTE 3
p(Z,� SEE NOTE 2
EXC = 3 6, M CY
FILL = PAD CY
DIKE CY CORE TRENCH
3 SEE- .SOIL SHEET
Z3 W FOR DEPTH
/ a 7 NOTES: . SITE CONDITION NOTES
TOTAL: � r'IV �r/ Cy I) ALL WEAK MATERIAL TO BE OVERCUi 5�� •S�/G9 /�
AND DACI(FILLED AIJD COMPACTED.
�i �� ;• rV t-F1 Pvfr D TIIICKNESS OF LINER DEPENDS ON OVERALL
COMPUTATIONS BY: it DEPIII. LINER FOR THIS LAGOON TO DE
��/' 2) DIKE BEHIND BLDGS TO DE MIN. 0.6'
//G /i 7� I IICI IER TI IAN 0111111 PLANI)ED ELCV.,
3) WAI.I( AND LOADING AREA TO DC BUILT 1.5' ABOVE LOW
_ END PADS. BUILD 6' WIDE CONTIN., 7' FROM ROAR Of RLDGS;
FILL I(1 mncs I1F.FORE LUUIP MOVES OUT (WORT( 10 BE
COORI)ILIAD D W/ DI Dc CurrtRACIOUS).

S(:S-t►iG•S7� -
Rev. s•Itf U.!!. UVA"IMENI of AnnICULtmit
' SOIL CONStRVAf ION SERVIht
SOIL INVESTIGATION 10 DETERMINE SUITABILITYLA C1t p G vow
itOpOSEd pAT�b SITE
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Lagoon Marker
Paint top 20" Rec
8
1"x2" PV FTEE
8 ' -0" 1" PVC Pipe
PVC Pipe
B449YSA-r-roltl2b
0

Jule o� worn (_;^roilna
Department of , Ironment,
Health and Natural Resources 4 s o
'4Wj
Division of Environmental Manogemenfi
James S. Hunt, Jr., Governor
Joricthcn 8. Howes, Secretcry ED F=?L
A. Preston Howcrd,Jr., P.C., Direcltcr
ADDENDUM
CONDITIONS AND/OR EXCEPTIONS TO CERTIFICATION
- Name of Farrar
.SP
Address: C &.<Yp county: g �a ed
Name of Land Owner(print):
Signature (Land Owner):
Name of Technical Special-Is-6 e .g (pant): /M
Si .rt re echnical Specialist):
� (T
All stat.....enes below th..t are ir-iiti by .ic..I specialist apply to the ac parr.,. c...,..ac..ion:
The irrigation sys-wm has not been installed or evaluated conce:zing nozzle size, spray patr.:m-
spacing, pipe size, etc. It is the responsibility of the producer to obtain and operate the
system with the proper components and to supoly the recquimd maintenance to assure that no
runoff of pollutants occurs during operation and that the wale is applied at the approved mates.
By -/ —% (month/day/year) the producer should have an migadon specia.Iirt, possibly
the dealer whero the system was purchased, prepare an operation and m=ncenance plan for
the irigation system so that the produce.L-iow s how to operate the equipment to meet the
non discharge requirements.
The was a management plan for this operation is based oa yields higher than what is now
recommended by MRCS; however, these yields are obtainable under high levels of
management and the farmer has supporting documentation to justify high ter nitrogen
application rates.
All of the permanent vegemdon required by the waste management plan has not been ..
established as of the date of this cer Ldcsrion. The producer agr,cs to establish the
vegetation by /D'96 (momh/day/ye ar), and to provide a temgorzry small Fin crop in
case some p=oing is required prior to the es:aolishment of the pe=anem vegemr-on.
The landowner is responsible for noeiyir:g DENT in carting thzt the stated work that has a camulianc:
dam has been completed. This nodfication must be received by DEM within 15 days of the
compliance dates) listed above. Please send veddcation of the properly completed work to: DMif
Planning Branch, P.O. Box 29535, R 11eigh, N.C. 27626.
• cermddz.dac
revised: 6-15-95
P.O.Box 29535.Rde;Sh.No&h Ccrcuna 2762 535 Telephone [phone] FAX 919-7::3-2496
An_.L;ci Occcrunry Aft;mc.ive Ac'icn e-rloyer 57.recyded/ IC"4 Fc=er

(011,4erator:Barry Sheppard County: Omslow Date: 01/09/96
Distance to nearest residence (other than owner) : >1500 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. - 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
6400 head (finishing only) x 135 lbs. = 864000 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other : 0
Total Average Live Weight = 864000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 864000 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 864000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = a.O- cubic feet itlo
4. TOTAL DESIGNED VOLUME
Inside top length (feet) ------------------
--- 430. 0
Inside top width (feet) ---------------------- 400. 0
Top of dike elevation (feet) ----------------- 49 . 8
Bottom of lagoon elevation (feet) ------------ 39 . 8
Freeboard (feet) ----------------------------- 1. 0
Side slopes (inside lagoon) ------------------ 3 . 0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3 . 0 3 . 0 3 . 0 3 . 0 424 . 0 394 . 0 9 . 0
AREA OF TOP
LENGTH * WIDTH =
424 . 0 394 .0 167056 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
370. 0 340. 0 125800 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
397. 0 367. 0 582796 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
167056. 0 582796. 0 125800. 0 1.5
Total Designed Volume Available = 1313478 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
430. 0 400. 0 172000. 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 172000.0 square feet
Design temporary storage period to be 180 days.
Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1. 37
Volume = 864000 lbs. ALW/135 lbs. ALW * 1 . 37 gal/day 180 days
Volume = 1578240 gals. or 210994 . 7 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
Volume = 0. 0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7 . 0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 100333 . 3 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 107500. 0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 210995 cubic feet
5B. 0 cubic feet
5C. 100333 cubic feet
5D. 107500 cubic feet
TOTAL 418828 cubic feet
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7 . 0 inches
25 year - 24 hour rainfall==================> 7 . 5 inches
Freeboard=======--==========================> 1. 0 feet
Side slopes=====____________________________> 3 . 0 : 1
Inside top length===========================> 430. 0 feet
Inside top width============================> 400. 0 feet
Top of dike elevation=======================> 49 . 8 feet
Bottom of lagoon elevation==================> 39 . 8 feet
Total required volume=======================> 1282828 cu. ft.
Actual design volume========================> 1313478 cu. ft.
Seasonal high watertable elevation (SHWT) ===> 45 . 0 feet
Stop pumping elev.__________________________> ,46. 0 feet
Must be > _ ========_or to the SHWT elev.- _> 45-: 0 feet
Must be > or = to min. req. treatment el .=> 45. 8 feet
Required minimum treatment volume===========> 864000 cu. ft.
Volume at stop pumping elevation============> 864697 cu. ft.
Start pumping elev._________________________> 48 . 1'Nfeet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 1205978 cu. ft.
Volume at start pumping elevation===========> 1197737 cu. ft.
Required volume to be pumped================> 311328 cu. ft.
Actual volume planned to be pumped==========> 333040 cu. ft.
Min. thickness of soil liner when required==> 1 . 5 feet

,,OM lls.q#0100 i
7. DESIGNED BY: ( , /• 000i���H C'A��( ��
ROVED BY: S.•° rj. ESSI0�;�o'�:�
DATE: DATE:
5
NOTE. SEE ATTACHED WASTE UTILIZATION PLAN
r
000t4q
'NEED;.\�
w. �*�'
COMMENTS: P '�e�N � S � °°tio�0 �o
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41
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*Note: Engineering approval is for minimum design standards
and is based on pre-construction site and soils investigations.
Technical specialist shall verify soils during construction, coNsvc.T'-
with Engineer on any required modifications, and perform final
as-built certification. Technical specialist i.s. responsible
for excavation calculations and nutrient management plan.
Technical specialist to verify with owner/operator (1) all
applicable setback distances, and (2) excavation of known
tile drains in construction area before sitework begins.

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SOIL SURVEY OF ONSLO' 'OUNTY, NORTH CAROLINA — Sf NUMBER 28
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_="MGZ .T PLA-n C33==.?ICA=2c3 POR NZW IL
Please ret..= the ecalated to= to tuft Divia'-oa o� io natal ate• _t at
tuo add=Qas a: tra rovQ=AQ Aldo of t.!: a foe=.
Name of fa---= (Please
Ar
E
Phone No. 7-�a 7
County--eN.S�uJ
a location: La_it::de a -d Long_4 cude:.&°�' .3�' /-Z WT- 20 (required) . Also,
please attach. a Cory of a catu-tty road map with location identified.
T-re of operation (s:rne, layer, dal;r, etc.) N
Design capacity (nu=1:er of a_misals) : 6kO C.ZW,1_11*A16
Average s=ze of cpe=at or.' (12 mcn�h popu1 ac.ion avg.) : 6S
A--rerase acreage needed for land application or waste (ac=es)
' sea==a3assa�aas3s3ssss���sxancssaaass:ass�ssasa3asasa�a�atssassasas3sassssa3aaaas
Tech--s cal Specialist ca.—M1.1=cat=oa
As a technical specialist designated by the North Carolina Soil and Water
Ca ser7ation Commission pursua.:c to ISA NcAC 6r .0005, I certify that the new or
expanded a .Loral waste management system as installed for the fa.-. named above
has an aril waste management plan that meets the design, ccnst=uction,
eoeration and maintenance standards and specifications of the Liv:sion of
E.-1vizar_-zental Management and the USDA-Soil Conservation Service and/or tine North
Carolina Soil -and Water Ccrse=vation C-=;ssion pursuant to 15A NCAC 2H.0217 and
15A NCAC 67 .0001-.0005. The following, elements and their correspcnd'_rs minimum
c;itzria-i:asse°.�ver=fled by me or other designated technical specialists and
are ::^eluded i^ the plan as applicable: minimuzi separations (bur=_rs) ; liners or
ez_ivalent for lagoons or waste storage ponds; waste storage capacity; ade :ate
and accurst of laze for caste utilization (or use of third parry) ; access
cr ownership of p_cpe= waste application equipment; schedule for t:w.ins of
apzl_caticns; apo' 4cac4 on rates; loading rates; and the control of the discharge
o: MCI" ;ta:cs f=cm sto=.:ate= r-,:no=_ events less severe than the 25-yea;, 24-hour
storm.
Nam of Tecu:j cal SpeclaSiet (Please P=is t) Jh my R. Vinson
Af f iliac' r.: Brown's of Carolina Inc.
Address ( sew r --r _ Phone No. 21 3_3900
_977-
Signatu= Data: "S G
-.�������Z. �. 337tS Zs�7�s3z=sS7t.:sZ�7��SSSisZS�33�i3Z��s�Z�Zss�7�s3333tis
Ada apt
i (cue) urns-stand he operation and ra--itenarce prated::=es established in the
.^.i
approved an,-,a! waste management plan for the fa_-= named above and will implement
these procedures. I (we) know, that any additional expansion to the existing
design capacity of t:^.e waste treatment and storage system or cors=uction of new
fac_1:ties w_Il -equi,e a Mew certification to be submitted to the Division or.
r.:v_=onmercal Manage-ment before t e new a.r,imals are stacked. I (we) also
understand that there cost be no discha,ge of animal waste f=cm this system to
surface waters of t a state either through a mar:-made conveyance or t hough.
-.:r.of= from a storm event less severe than the 25-year, 24-hour storm. The
approved plan will be filed at tee fa_-m and at the office of the local Soil and
Ovate: Conservation Dist=ict.
S;..nat—e94�
-y - Date: -
Vero c: !LM-a� d--f er e_^.t E=am owner (Please priat) :
Signature: Date:
'35te= A c a=-gz -: lard ow-nership re4-u'_=es nati=icaticn or a new certification
(_; the ap_roved plaa is changed) to be sz:z=i=ted to t-he Division of
E.^vi_orw ental Management within 60 days of a title transfer.
DB�_. USE ONLY:AC�i ,;*

NRCS WASTE UTILIZATION
PLAN SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff,drift,manmade conveyances,direct application,or
direct discharge during operation or land application. Any discharge of waste which reaches surface water is
prohibited
2. There must be documentation in the design folder-that the producer either owns or has a notarized 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 waste,he/she shall provide a copy of a notarized agreement with a landowner who is within a reasonable
proximity,allowing him/her the use of the land for waste application. It is the responsibility of the owner of the
facility to secure an update of the Waste Utilization Plan when there is a change in the operaiton,increase in the
number of animals,method of utilization,or available land.
3. Animal waste shall be applied to meet,but not exceed,the Nitrogen needs for realistic crop yields based on soil type,
available moisture,historical data,climate conditions,and level of management,unless there are regulations that
restrict the rate of application for other nutrients. Actual yields may be used In lieu of realistic yield tables at the
discretion of the planner.
4. Animal waste shall be applied on land eroding less than 5 tons per acre per year. Waste may be applied to land that
is eroding at more than 5 tons but less than 10 tons per acrea her year providing grass filter strips are installed where
runoff leaves the field (See FOTG Standard 393-Filter Strips)
S. Odors can be reduced by injecting the waste or dishing after waste application. Waste should not be applied when
there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding,it will he sail incorporated on conventionally tilled
cropland. When applied to conservation tilled crops or grassland,the waste may be broadcast provided the
application does not occure during a season prone to flooding. (See"Wlie-ither and Climate in North Carolina"for
guidance.)
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occure off-site
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 surface is frozen.
9. Animal waste should be applied on actively growing crops in such a manner that the crop is not covered with waste
to depth that would prohibit growth. The potential for salt damage from atiiitial waste should also be considered
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a high 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 a 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 componet of a swine farm shall be at least 50 feet
from any residential property boundary and from any perennial streani or river other than an irrigation ditch or
canal. Animal waste other than swine waste from facilities sited on or alter October 1, 1995,shall not be applied
closer than 25 feet to surface water. This distance may be reduced for waters that are not perennial provided
adequate vegetative filter strips are present(See Standard 393 -Filter Strips).

MRCS WASTE UTILIZATION
PLAN SPECIFICATIONS
(CONTINUED)
12. Animal waste shall not be applied closer than 100 feet from wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by landowner.
14. Waste shall be applied in a manner not to reach other propery and public right-ot-ways.
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 it has been approved as a land
applications site by a"technical specialist". Animal waste applied on grassed waterways shall be at agronomic rates
and in a manner that causes no runoff or drill 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. Lagoon berms and structures should be inspected regularly for evidence of erosion,
leakage,or discharge.
18. If animal production at the facility is 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 oil site.
20. Animal waste can be used in a rotation that includes vegetalbles and other crops for direct human consumption.
However,if animal waste is used on crops for direct human consumption it should only be applied preplant with no
further applications of animal waste during the crop season.
21. Highly visible permanenet 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%-oluure for waste storage ponds.
22. Soil tests shall be made every year,and a liquid waste analysis shall be taken within 60 days of application
consistent with waste utilization plan. Poultry litter shall be tested prior to application. Soil andwraste analysis
records shall be kept for five years.
Dead animals will be disposed of in a manner that meets NC.'regulations.

A. nal Waste Management Plan C 'dflcation
(Please type or print all information that does not require a sienature)
.... ......
on
-or
0,Rk ­:'n*'*"d-F, tin p east
General Information:
Name of Farm: -C Facility NO:
IO e 61-%.
Owner ,
Name: ��4,;' Phone NO:
(s) A-A-:z* F
Mailing Address: 169 Le-^rc rcV% �r I l 1 'f
Farm Location: County Farm is located in:
Latitude and Longitude: 3z-( L4 q 50 Integrator: i3ven-;I"
cifi
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, milepost, etc.):
Operation Description:
Type of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
0 Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish L"4 o v 0 Pullets 0 Beef
0 Farrow to Wean
Q Farrow to Feeder
U Farrow to Finish Other Type of Livestock-.-- Number of Animals.--
0 outs
0 Boars
.+�C Z RM
g
--------1011111'
0.0.0-M
• %
............... W.-
ON ..............
H'P:
0
v. gg
-g*ti��-_�'• g?xK:�%---- � . K %-% %,- %
g � ..... ............
'RUR"
w
X..
r.EN 0 us:
Acreage Available for Application: 5 5 Required Acreage: SS 7 S'
Number of Lagoons/Storage Ponds Total Capacity: .513 V7�Cubic Feet(ft3)
Are subsurface drains present on the farm: YES orl.__� (please circle one)
If YES:are subsurface drains present in the area of the LAGOON or SPRAY FIELD(please circle one)
Owner/Manager Agreement
• I(we)verify that all the above information is correct and will be updated upon changing. I (we) understand the operation
and maintenance procedures established in the approved animal waste management plan for the farm named above and will
implement these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and
storage system or construction of new facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) understand that there must be no discharge of
animal waste from the storage or application system to surface waters of the state either directly through a man-made
conveyance or from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the
application of animal waste. I (we) understand that run-off of pollutants from lounging and heavy use areas must be
minimized using technical standards developed by the Natural Resources Conservation Service. The approved plan will be
filed at the farm and at the office-of the local Soil and Water Conservation District. I (we) know that any modification
must be approved by a technical specialist and submitted to the Soil and Water Conservation District prior to
implementation. A change in land ownership requires written notification to DEM or a new certification (if the approved
plan is changed)within 60 days of a title transfer.
Name of Land 04rRer :.. - &/
fr
Signature: Date:
Name of Man if(if differe/nt from owner):
Signature: Date:
AWC -- August 14 1997 k-1

Tec: deal Specialist Certifica )n
L As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A
NCAC 6F .0005, I certify that the animal waste management system for the farm named above has an animal waste
management plan that meets-or exceeds standards and specifications of the Division of Environmental Management
(DE as specified in 15A NCAC 2H.0217 and the USDA-N WL atural Resources Conservation Service (MRCS) and/or the
North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001-
.0005.The following elements are included in the plan as applicable. While each category designates a technical specialist
who may sign each certification(SD, SI,WUP,RC,1), the technical specialist should only certify parts for which they are
technically competent.
H. Certification o,f Design
A) Collection. Storage. Treatment System
Check the appropriate box
M` Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization
requirements.
0 New. expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems, lagoons and ponds,
have been designed to meet or exceed the minimum standards and specifications.
Name of Technical Specialist (Please Print): ,l r ri1lu y U f.tsG-�
Affiliation A4 Date Work Completed: 3-5'_c��-
Address (Age �b) U��a�5 . �TTel Phone No.:
Oip
Signature: n Date: G
/
B) Land p'lication Site (WUP)
The plan provides for minimum separations(buffers);adequate amount of land for waste utilization; chosen crop is
suitable for waste management;hydraulic and nutrient loading rates.
Name of Technical Specialist(Please Print):
Affiliation Date Work Completed:
Address (Ag Phone No.:
Signature: Date:
C) Runoff CorArols from Exterior Lots
Check the appropriate box
Mr"" Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
Q Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed in
accordance with technical standards developed by MRCS.
Name of Technical Specialist (Please Print):
Affiliation _Date Work Completed:
Address (Acre? Phone No.:
Signature: ` ---' ��-� Date: ' 3�? i
A%VC --
v ;august 1. 1 97, � r
�

D). Application and Hand ,g Equipment
check the appropriate box
7 Existing r expanding facility with existing waste application equipment (WUP or I)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the
waste management plan: (existing application equipment can-cover the area required by the plan at rates not to
exceed either the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been
established; required buffers can be maintained and calibration and adjustment guidance are contained as part of
the plan).
Ne,,v expanded or existing facility without existing waste annlic__ anion eguil2ment for spray irrigation. (I)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required.by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan).
9 New, expanded. or existing facility without existing waste application equipment for land =ading not using
spray irrigation. (WUP or 1)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan). l 1 I
Name of Technical (Please Specialistgnt): i t 1 i �V-• I 4- l l
Affiliation Q"t Gate Work Completed: /2-22"1
Address (Agency): PC) �L L,-L, .�•�-1_b e✓ 6 Phone
Signature: Date:
E) Odor Control. Insect Control. Mortality Management and Emergency Action Plan (SD.
SI. VVUP. RC or D
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an Insect
Control Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and
insects have been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best
Management Practices to Control Insects have been selected and included in the waste management plan. Both the
Mortality Management Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed: 3 Address ( y): Phone `o.:
Signature: -\1 Date:
F) Written N J- e o New or Expanding Swine Farm
The following signature block is only to be used for new or expanding swine farms that begin construction after June
217 1996. If the facility was built before June 21, 1996,when was it constructed or last
expanded
I(we)certify that I(we)have attempted to contact by certified mail all adjoining property owners and all property owners
who own property located across a public road,street,or highway from this new or expanding swine farm. The notice was
in compliance with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners notified is
attachedAMN /
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature: Date:
?►WC -- august 1. 1997 3

III. Certification of installation
A) Collection. Storage. Treatment Installation
New. expanded or retrofitted facility (SI)
Animal waste storage and treatment structures, such as but not limited to lagoons and ponds,have been installed
in accordance with the approved plan to meet or exceed the minimum standards and specifications.
For existing facilities without retrofits, no certification is necessary.
Name of Technical Specialist(Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
B) Land Apalication Site (WUP)
Check the appropriate box
...1 The cropping system is in place on all land as specified in the animal waste management plan.
u Conditional Approval: all required land as specified in the plan is cleared for planting; the cropping system
as specified in the waste utilization plan has not been established and the owner has committed to establish the
vegetation as specified in the plan by (month/day/year); the proposed cover crop is
appropriate for compliance with the wasteutilizadon plan.
G Also check this box if appropriate
if the cropping system as specified in the plan can not be established on newly cleared land within 30 days
of this certification, the owner has committed to establish an interim crop for erosion control;
Name of Technical Specialist(Please Print):
Affiliation Date Work Completed:
Address ( cy): Phone No.:
Signature: Date:
This followir�;, gnature block is only to be used when the box for conditional approval in III. B
above has been checked.
I(we)certify that I(we)have committed to establish the cropping system as specified in my(our) waste utilization plan,
and if appropriate to establish the interim crop for erosion control,and will submit to DEM a verification of completion
from a Technical Specialist within 15 calendar days following the date specified in the conditional certification. I(we)
realize that failure to submit this verification is a violation of the waste management plan and will subject me(us)to an
enforcement action from DEM.
Name of Land Owner:
Signature: Date:
-Name of Mana;er(if different from owner):
Signature: Date:
AWC -- August 1. 1997 4

C) Runoff Controls fro exterior Lots (RC)
Facility with exterior lots
Iviettiods to minimize the run off of pollutants from lounging and heavy use areas have been installed as specified
in the plan.
For facilities without exterior lots, no certif cation is necessary
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
D)Application and Handling Eaiuipment Installation (WUP or 1)
Check t propriate block-
Animal waste application and handling equipment specified in the plan is on site and ready for use;
calibration and adjustment materials have been provided to the owners and are contained as part of the plan.
U Animal waste application and handling equipment specified in the plan has not been installed but the owner
has proposed leasing or third party application and has provided a signed contract; equipment specified in
the contract agrees with the requirements of the plan; required buffers can be maintained; calibration and
adjustment guidance have been provided to the owners and are contained as part of the plan.
C3 Conditional approval: Anunal waste application and handling equipment specified in the plan has
been purchased and will be on site and installed by (month/day/year); there is adequate
storage to hold the waste until the equipment is installed and until the waste can be land applied in
accordance with the cropping system contained in the plan; and calibration and adjustment guidance have
been provided to the owners and are contained as part of the plan. J J
Name of Technical Specialist Please Print): i ;�h-, l ( f
r c �
Affill'ation 'Fe v-- I -A ladL-'A
Date Work Completed: 1,2
Address (Agency): o 9k Mc -e e �er%G /1J c- Phone No.�l!:2-*V-3J1I
Signature: /�, )14- ST_C,_U� Date: 1.2- 3!-' 7
The following signature block is only to be used when the box for conditional approval in III D
above has been checked.
I (we) certify that I (wd) have committed to purchase the animal waste application and handling equipment as
specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation
from a Technical Specialist within 15 calendar days following the date specified in the conditional certification. I
(we)realize that failure to submit this verification is a violation of the waste management plan and will subject me
(us)to an enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature: Date:
E) Odor Control. Insect Control and 'vlortality Manaaement (SD. SI. WUP. RC or D
Methods to control odors and insects as specified in the Plan have been installed and are operational. The
mortality management system as specified in the Plan has also been installed and is operational.
ARN Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signatur Date: .3 f
a«C -- Aug t 1. 1997

q.
1-Iortality Management 11etllods '
(clICCk which mctliod(s) arc beilu-i implcmcn(cd)
j
i,
1 Burial three fcct beneath tile* surface of the ground
knowlcd`e of the death. The burial must be at bast 300 reed n 24 aours awin
from n flowing
stream or public body of water.
Rendering at a readcrinQ plant licensed under G.S. 106-163.7
I
C7 Complete incineration
0 In the case of dead poultryonly, lacing '
, placing to a disposal pit of a size and'design '
approved by the Department of Agriculture
J Any method Which in the professional opinion of the State Veterinarian would '
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Vcterinarian must lie
attached)
Insect Control Checklist for Animal O
l3cratlons
S��urrc C:uiisc - .
11t111's lu Cunlr��I Insects .Site.tit�rrifie I'rttrlires
• I:Ittslt Chillers O I Ittslttst,s 11 Systems •, .,•
Accunutl.tttuu ofsulids y tctn is designed and ohet,tled
sttfliciently to remove nct:untulutt:d solids front
gutters as dcsiyncd.
O Itentove bridging of accumulatc(l solids�t
dis�h7rLe
l.t��nnns and fits Crusled Solids MiiiuUiiu I1100011s,setlling bsisins'Unil pits wlici•c
• Kest hreedinC is-ippurcot to ntinimizclhc
crusting of solids to it depth of no more Iltan G- '
B inches over more Ihart 30%of surface.
I:xressive VeLoalivc Decuyind vegclaliun Mtiiitltlin vegetative control Man: hunks a'
l�t utti•tlt � � 1
launotts trod other impoundments to prevent
uccumulul'ton of ticeuyinC vegetative tnallc:r
ttiont;wuler's cdt:c on impoundmcnl's perimeter.

Swine Farm Waste Management Odor Control Checklist
Suorce CII►ISC IIA91'x to NIIIIII+IIze ndo►• Site Specific Pruclices
l�un+steud Swine pioduclinn► Vegetative or woadcd buffers;
Ilcconuncndcdl►esl Inanaccu►cnl practices;
I�d- Good Judgment and common sense
Animal body su+facei 0 Mly manure-covered animals CQ Dry lloors
16+nr sm faces 0 Wcl nrnnurc-covcrcd floors ►k Sloped floors;
;C7 Waterers Ir+catcd over slotted floors;
el rccdcrs at high end orsolid floors;
t( Scrape manure buildup from floors;
Cl Undcrflnor vcnlilalion ror drying
LLnmre cullcctiun pits • lJriue; Fre►uel►t manure removal b flush pit rcchur gei)
• I'alliul microbial deconposilio►l I p Y 1> L .�
nr sera � �-�-�
_ Cl Underfloor venlilulion '
VenliG+lion eslaost tans • Volatile Bases; f_l Fun mainlemu►ce;
Dust ,CI, Eflicicul uiru►ovcmcnl
Indoor s►+rfuces a Doss �G.' Wasldo►vn between groups of unimals;
n Feed uddilives;
n Feeder covers;
Cl I-ecd delivery dutvnspnul extenders In recder
covers
Flush tanks • Agitation of recycled lagoon( O Flush hunk covers;
liquid while lurks are filling D Extend rill lines to hear bultom nnuul;s will
anti-siphon vents
I.I+►sl alleys • Agitation during waslewuler O Undernuor Mush will maki—f nor veulilaliou
conveyance
Pil n«hmge 1►,+ints 0 Agilaliou of recycled lugonu rl Exlend necl irge lines to near bummi ofpils
liquid while pits are filling Willi unti-siphuu vents
Lill 5I;+lioos • Agilulion during sump sunk (_) Sump Iuok covers
filling mul drowdown
nutsi+la drain collection • Agitation during wastewulcr Ll flux covers
urJunction buxes cunveyuuce ,
l' AbUH:-I•luvclubcr 11, 1996, I'ugu 3

' Source Cause HMI's to Minimiie odor ►.
fnd of draiupipcs 111 • Agitation during waslewaler li Site Specific I t»clices
la•non xlend discharge point of pipes tuulerucaih
� cunveyancc � Ingomt liquid level .
Li,goun suifaccs Volal(Ic gas emissions; Proper lagoon liquid capnciry;
• Iliologlcal mixing; Correa la non slartfl
• Agilalloit g p proccdores;
,!l� Minhumn surface area-to-volume raf(o;
fR Minimum agitation wheli pumping;
Cl Mechanical acralion; '
.`n. Proven biologicul aQrlilives
Irrigirliun spriul,ler I ligh pressure agilal(uo; ,. i
sautes In il,�tfe Oilt.ry days Willi 11111c or no wind;
• Wind dri(1 �rl'• M(n(nuun rccantmcnrlcd nperalLlg pressure;
,40 I'untp inlal:c scar lagoon liquid surfucc;
Cl Pump front second-sfagc lagoolt
SU,rage link ur basis Pui lial nt(cn,bial Cl
surl;,cu Cl Iluttwn or midlevel luudiug;
• Mixing while filling;
Cl 'I'uitk covers;
• Agitation wbcn cniplylilg 11 Nsin surface macs ofsolids;
Cl I'rovcn biological addilives or oxidants
Scaling basin sn,l1ice • Parlial microbial Jecmupusilion; Q Exlend drainpipe otrllels miderncalh liquid
• Mixing while filling; • level;
• Agitation wlicn emptying n Rcutovc sclllml solids regularly
A•tanure,slurry ur shulge . Aghadon when spreading;
spreader uuticls Cl Soil (ujcclion of slurry/sludges;
• Volatile gas emissions 11 %sh•residunl manure troll,sprcadcr iiflcr usc;
CI Prnvcn hiningicill addilives or oxhlaws
Uncoverc,l uatuure, Vulalila gas emissions while O Soil hijcction ul'shury/sludges
shiny or sinilge on field. drying
siuGices fl Soil Incorporalion whilin,18 hrs.;
n Sprcad ill Ihin uu(fitrnl layers fiir rapid drying;
[l Provenb(ulogicul additives or nxidanls
1)cin)uuinrils Carcass Jccumposiuoit f ' Proper disposil(uu ol'carcasscs
Dead animal disposal Carcass decornpusiliou pits CI Cuniplcte cuvL!riug of corcasscs in burial pits;
17 Proper locillion/conslruclion ol'disposa)Ails
lncin�r,t,os Incouydcl�combustion Cl Sccondury stuck burners
j:' AMOC-Nuvenibcr 11, 1996, Pu flu 4

S"'�rcc Cullse htiilluel'tc Qelne-
Slanding ruiner artiliml • Impiuper drainage; � Silo Specific 111•1cliecs
1a�:ifiliea �n. Grade mul 1iuulscapc.such Ilia)walcr draius
• Microbial elccolllposition of away froth facililics
orgaulc maller
I+I�aeurc Ira�l:cel uulo � '
!ourly luailllullled access roads Fann access rna1l tllnillltillallee
puhli�roads linen farm ��
access
A�l�litiollal Illfarlltotinm: '
• S�vinc Ivlllllllr�I�IiI11i1gLlill:lll ; 0200 It11hAMP Pucke:l Avuilnllle From
Swille Producliutl I'urlll 1'olclitial Oclor Sources alld Itcllledics; IiDAL fact Slteel NCSI1,Colli,ly l-Wellsion Center
Swint:1'n1eI11c1iull I�ucilily N1111111rC Mina ' , NCSU-11AR
b I it lte.cllurl,c-I.Ill,oull 7re.,lllnc111 , I:DAI: 128-68 Saville 1'(nduclinn rildlily N11111111'e Mullugcmclll:Underfloor flush-I.al;ooll'1•rcalln 1`lCStl• IlAl:
cllt; t:DAI's 129-g$ •
l.ageu'll I)csill"DI'd hfullugelltent Cur Livestock Mumlre Treallucllt alld Slornge:; I's11A li Ill?-83 Nt::Sl l- DA I.
Culibrutian or Manure and Wuslewaler Applicalioil 1'sclilipmcilt; Is11AE Pilo Shcct NCSIJ- IIAI's
Controlling Odors front Swine.111111di1IGs; P111-33 NCSU•IIAI:
Euvironnl'cnlal Assuruncc Program; NI'1'C MR1111al NCSU-Swim EXIC11siull
01111tnns for Alanagiug odor; it report from tllc Swime Odor Tusk Force NC fork Producers Assoc
Piilfsamcc Cr�llceris in Anlnlal Munnre Mana6e;menl:Odors and flies; 1'It0lA7, 1995 Cunfi.re.11el.Proceedings s NCSU Agri Conunimieutinns
' ' ' ' G Florida Cuopl.rntive.I.xle.11sinm
,�� • AM(I(:•IJelvemlicr 11, 1996. Page S
e

LAGOON IVIARK✓�R
FREEBOARD + 25YR/24HR STORM
�I
MAXIMUM LIQUID LEVEL
�- 6 MONTH TEMPORARY
STORAGE
MINIMUM LIQUID LEVEL
PERMANENT STORAGE - \

0AIS1 ow
IEIMMRGENCY AC ON PLAN
PHONE tiM3ERS
DWQ 4906 63q�3�00
• ENMRGH i CY NLA•AG L T SYSTE.�f 911
• SWCD
r+RCS _ 2-
This pLLz wM be ir:Ie.--e.�t in&Ae event tha!wastes front your operation zTe IeaSdm
ove.-flol;�zr S;, or ruxtra-: off s:re. You s.Lculd act Walt until wastes M=h sur&c-w-atr••s or leave
your proper-cy to consider t z!you have a probleaL You should stake every wort to ==e that
this does act hzneeu. This 01a Should hP nnc►o.t ;�, ��, ...•ble t_�i_ r__ _�
. . — VC�S 2f eta
• The following are some ac:ioa it--- you should take.
..•:•-
I. Stop the rw a of wastes. Depending on tine s rsation, this may or may not be ossiole
Sc:&Z- red responses to some poss:ole probienis are lissed below, y, p
A Lagoon ove_flow_possible solutions are.:
• a Add soU to be...i to irc7e se eievt;on of dam.
b. Pu=p waste to fields at as acceptable rwe.
e. Stop all flows to tl:e lagoon imm, eaia.tely.
d. Cal a purpin z cau or.
e. Ma-ke sL:.*e no sur`�ac-wat"is eaters lagoon. -
B. Runoff&CM applicadon feed-actions include: -
a. Ir,.re3izely stop wee apaUca ion.
• b. Create a temporary- dive.;on to contzin waste.
c. Incorporate'~ rp wzst_to reduce ruuo E
: d. Evzuate and e1 i nii=+e the reason(s) that c:used the runo ff-
• e. Ev?-I=e the apphcatioa rates for tzhe feeds where runoff occurred.
•-M
C. Leakage from the was,r pipes and sprinklers-action include:
a Stop re::ye?e p=p. '
b. Stop irrigation pump.
• c- Close valves to ie.iM"M f xther discharge. ,
d_ P,--&all leaks prior to resardng pumps. •

D. L,- jge fror.Z flush s�rste.-rs, houses, solid separator-action in
a- Stop recvcte pump.
b. Stap irr gal-plon purnp.
. c. Maine Sure no siphon occur. _
• d- Stop aU flogs in&,e house, flush sfsrwms, or solid separators.
e. Reran-all leaks pecr to res+.a Ling pun,
E-cr.,base or sidewz?'of lagoon. Oren this is seepz_e as opposed to fioRing
le.='&pessole action:
: a. Din a small well or ditch to catch all seepage, put in a subme,;ble um and
back to lagoon. pump pura p
b. If holes are caused by bur,owins animals, trap or remove animals and Ell holes and
f' p with a clay type soil.
- .. can act
• C. have a professional evaluate the condition of the side walls and lagoon bottom as soon
' as poss:oie.
2. Assess the.ex-;e.:t of d+ a spill and note any obvious damaps.
a. Did the waste rz ac:Z any sura," ce waters?
b. Aporor,:a*.e: how Huth w� released act; •• • y d for what duration?
e. A:y dwrzage noted, such as employee injury, fish kills, or propery darhage?
d. Did the spill leave t':e property?
e. Dces the Spill have the potential to reac,�notate waters?
£ Could a fut::re rain eveat cause the spill to reach surface waters?
g. Are potable water wells in danger(either on or off of the prope.�)?
h. how muc1 reached surface waters?
3. Corttzct appropriate agencies.
•':~�; a. Dwing normal business hours, call your DWQ (Division of Water Quality) regional o�c-••.
Phone `1J9 9yc. 6�{�! -'
:',-• After hours, eme. ency number. _919 733 89SL� your phone call
would include: your name,fac:liry, telephone number, the detaUs of the ineideat fivm it=
2 above, the ex-12=6 location of the fac�izy, the location or direction of ruovenent of the sr1:
:.
weriher and wind conditions. The corrective measures that have been under. zk—," and the
• se:;cus less of the s,=zdan.
b. L-"spill leaves property or e.-zt stu ce ware,, caU Local EMS Phone number 9I I.
c- Ins :c:�iS to contact local F-'erlta Department: "
_ d. Contact CES, phone number 9i9 455 Yg7z.IoczI SWCD ofEicr phone mm er
I �55 yy7Z and local NRCS office for advic ltechnical assistance phone number
55-y�7Z
4. If cone oftl,,e above worlks, c-,U 9I I or the Sheriffs Department and explain your problem to
t`iem Lnd ask that person to contact the proper agencies for you.

Conta,�the p - actor ofyour choice to bc&repair of probleni to MIMIr
a- antra-tors ame:
b. Cantac-.ors Ades =:
C. Conta&-ors Prone:
• 6. Caatact the to hnicat speciajrrWho c:�ed the lagoon (MRCS, Consulting .
a. Name: A/J-0
b. Phone: 910 10 6 0 2 70.3
. ' ?. Implement prace&w=as advised by D WQ and te_hr icaI=Lr-4,_2nc- ci •-
•f fir'�ew the� and re-�ssess the waste plan es to retry the
• - caanagem�t p to keep probIcnzs whit
•-. release of writ.=fmm happening
:.:. ag3ta. .
y
.ff .