310868_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. Fann Number: 31-0868 Certificate Of Coverage Number: AWS310868
2. Facility Name: Peggy Campbell Faun
3. Landowner's Name (same as on the Waste Management Plan): Peggy G Campbell
4. Landowner's Mailing Address: 1581 Old Chinaquapin Rd
City: Beulaville State: NC Zip: 28518-6753
Telephone Number: 910-298-4921 Ext. E-mail:
5. Facility's Physical Address: .-45%fiOld Chinquapin Rd
City: Beulaville i6 State: NC Zip: 28518
6. County where Facility is located: Duplin,
7. Farm Manager's Name (if different from Landowner): Peggy G Campbell
g. Farm Manager's telephone number (include area code): 910-298-4921 Ext.
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
10, Operator Name (OIC): Peggy G. Campbell Phone No.: 910-298-4921 OIC #: 18026
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
Operation Tvnes:
Swine - Feeder to Finish 1,600
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 Stacker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
#1
f/f 7/7-
C/jay
� ZfO V�
��, �DO
19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, 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]

Primary Secondary
version—Novembcr ZS. 2015
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods inedi � e roved versus
ne StatenVdterfnanian..
Methods other than those IIsted m AA
Routine Mort.allty
Burial three feet beneath the surface of the ground within 24 hours of kn�jc b9 o ody oanimal
i aver
death. The burial must be at least 300 feet from any flowing stream p
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial locatlon map and plan.
landfill at municipal solid waste facility permitted by NC DEO under GS 15A NCAC
13B .0200.
Rendering at a rendering plant llcensed under G.S.106-168.7.
Complete incineratlon according to 02 NCAC 52C .0102.
A composting system approved and permltted by the NC Department of Agriculture 8 Con-
sumer Services Veterinary Division � aid ermiof t is required from 11 NC DEQ,st Is tdbuted off -farm,
additional requirements must p
in the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture 8 Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinion�of the State Veterinarian, woutd make possible
the salvage of part of a dead animal's
v eng human or antmai health.
(Written approval by the State
Mass Mortatity Plan
Klass mortality plans are required for tames covered Ian outNnesE mn-specs chese pians are
mortaliiy also recommendad for all animal operatlons. Ttd p
man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality dlsposai options; contact the Division for guidance.
• A catastrophic mortallty disposal plan is part of the faciilty's CAWMP and Is activated
when numbers of dead animals exceed normal mortaflty 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 additionat permit condttlons (refer to facility's animal
waste management system permit).
• In the event of imminent threat of� mi easures ffor dis cosal acctordtnget G.S. 106- 99.4.E
additional temporary procedures f=
Igo . 1 Tech. 11 Speclalist
Date
3-l3 -/q
Date

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.):
1600 animals X 986 gal/animal/year = 1,576,800 gallons
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
1600 animals X
2.30 Ibs/animal/year = 3,680.00 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

Tract
Field
Soil
Type
Crop
Code
Yield
/Ac
Ibs N
/unit
Acres
Lbs N/Ac
Residual
Lbs N
/Ac
Ibs N
Required
Time to
Apply
6986
6986
6986
1
1
1-
GoA
GoA
GoA
B
L
L
5.5
1.0
1.0
50.00
50.00
50.00
10.6
10.6
10.6
275.0
50.0
50.0
2926.00
532.00
532.00
Mar -Oct
Sep -Oct
Feb -Mar

in sludge based on the application method listed earlier.
If you remove the sludge every 5 years, you will have approximately 2880.00
ounds of PAN to utilize. Assuming you apply this PAN to hybrid bermudagrass hayland at the
ate of 300 pounds of nitrogen per acre, you will need 9.60 acres of land. If you apply
the sludge to com at a rate of 125 pounds per acre, you will need 23.04 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.
e following is provided as a guide for establishing application rates and amounts.
Tract
Field
Soil
Type
Crop
Application Rate
in/hr
Application Amount
* inches
6986
1
GoA
B, L
0.50
1.00
"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.
Page: 5

NUTRIENT MANAGEMENT PLAN
Grower(s):
Farm Name:
County:
Farm Type:
Farm Capacity:
Storage Structure:
Storage Period:
Application Method:
Peggy Campbell
Duplin
Feed -Fin
1600
Anaerobic Lagoon
180 days
Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
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.):
1600 animals X 986 gal/animal/year = 1,576,800 gallons
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
1600 animals X
2.30 Ibs/animal/year = 3,680.00 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

Tract
Field
Soil
Type
Crop
Code
Yield
/Ac
lbs N
/unit
Acres
Lbs NIAc
Residual
Lbs N
IAc
Ibs N
Required
Time to
Appiy
6986
6986
6986
1
1 -
1--
GoA
GoA
GoA
B
L
L
f
5.5
1.0
1.0
50.00
50.00
50.00
10.6
10.6
10.6
275.0
50.0
50.0
2926.00
532.00
532.00
Mar -Oct
Sep -Oct
Feb -Mar

in sludge based on the application method listed earlier.
If you remove the sludge every 5 years, you will have approximately 2880.00
founds 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 9.60 acres of land. If you apply
the sludge to com at a rate of 125 pounds per acre, you will need 23.04 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.
Tract
Field
Soil
Type
Crop
Application Rate
in/hr
Application Amount
* inches
6986
1
GoA
B, L
0.50
1.00
*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.
Page: 5

NUTRIENT MANAGEMENT PLAN CERTIFICATION
Name of Farm: Peggy Campbell
Owner/Manager Agreement: Peggy Campbell
1/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. 1/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we understand that 1 must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. 1 also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner:
Signature:
Peggy Campbell
Name of Manager (if different from owner):
Signature:
Date
Please Print
Name of Technical Specialist: Jimmy R. Vinson
Affiliation: Brown's of Carolina, Inc.
Address: P.O. Box 487
Warsaw, NC 28398
Telephone: [phone]
Signature:
Date
Date
Page: 7

Operator:
County:
Date:
Dist.to nearest residence (other than owner):
sows (farrow to finish):===
sows (farrow to feeder): eder):
head (finishing only):
sows (farrow to wean):
head (wean to feeder):
Ave. Live Weight for other operations(Ibs.)=>
Storage volume for sludge accum. (cu. ft.):=>
Treatment Volume (min. 1 cu. ft./Ib.) >
25 Year - 24 Hour Rainfall (in.) >
Rainfall in excess of evaporation (in.) >
Drainage area of buildings & lots (sq. ft.)=>
Volume of wash water (gallons/day)
Temporary storage period (days)
Freeboard (ft.):
>
>
Side slopes (inside lagoon):
Inside top length (ft.):
Inside top width (ft.):
Top of dike elevation (ft.):
Bottom of lagoon elevation (ft.):
Seasonal high water table(SHWT) elev.(ft.):=>
Total required volume:
Actual design volume:
Stop pumping el.(> or = to
(> or = to
Required minimum treatment volume:
Volume at stop pumping elevation:
Start pumping elev.:
>
>
>
>
>
>
344149
442805
Peggy Campbell31868
Duplin
02/22/07
0 ft.
>
>
1600
>
>
0.0 ft.SHWT)>
49.5 ft.Min.)
216000
292764
>
Volume at start pumping elevation:
Actual volume less 25yr-24hr rain:
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:====>
Actual volume to be pumped:==>
403693
403805
1.0
7.5
7.0
180
1.0
3.0 : 1
260.0
240.0
54.0
43.5
0.0
cu. ft.
cu, ft.
50.3 ft.
cu. ft.
cu. ft.
52.3 ft.
cu. ft.
cu. ft.
89149 cu. ft.
110930 cu. ft.
/1! h'; )+- 6a,e-OP DJlcf,e. SJ(EP7 Dt767L,/

TABLE OF CONTENTS
Cover Sheet
Nutrient Management Plan
Soils Map
Aerial Photograph
NRCS Waste Application Specifications
Topographic Map
Floodzone Map
Lagoon Design Specifications
!— Lagoon Construction Specifications
L�Lagoon Operation & Maintenance Plan
Seeding Recommendations
1/ Lagoon Classification Sheet
� — Soils Investigation Sheet
v Operation Layout
Excavation & Fill Requirements
DEM Certification
Addendum to Certification

WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY
NON -CROPLAND? YES --
If yes, producer must complete a Form AD-1026.
WILL, ACTION RESULT IN SWAMPBUSTING? YES -----
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE
PRODUCER TO CONTACT THE US ARMY CORP OF ENGINEERS AND THE
DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF
ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE
ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS,
US ARMY CORP OF ENGINEERS AND NC DIVISION OF ENVIRONMENTAL
MANAGEMENT.
(A copy of AD-1026 and CPA-026 should be attached to
site evaluation.)
OTHER ENVIRONMENTAL FACTORS
IS ENDANGERED AND/OR THREATENED SPECIES HABITAT
PRESENT? YES---- NO-- -
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE
PLANNING AREA OR WILL PLANNED ACTIONS IMPACT ON AN
ADJACENT NATURAL SCENIC AREA? YES---- NO ----
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE
PLANNED AREA? YES -----
ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMPORTANT
FARMLANDS IN THE OPERATING UNIT? G0A YES-`-�-- NO ----
WILL THE ACTION RESULT IN SODBUSTING? YES----
If yes to any of" these questions, refer to form NC-CPA-16
for policy sources. The form does not need to be
completed.
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER
PREDOMINANT WIND DIRECTION? YES--'- NO ----
POSSIBLE EXPANSION OF TREATMENT
VOLUME FROM 1 CU.FT. UPWARDS TO
3 CU. FT./LB. OF ANIMAL? YES-- NO----
PRECHARGING LAGOON WITH FRESH
WATER TO AT LEAST 1/2 OF THE
CAPACITY? YES---- NO ----
USING GOOD SOUND JUDGMENT IN
LAND APPLICATION OF WASTE? YES--- NO ----
Page 2

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ator:J.C. Campbell County: Duplin
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
0 sows (farrow to feeder)
1600 head (finishing only)
0 sows (farrow to wean)
0 head (wean to feeder)
Describe other
x 1417 lbs.
x 522 lbs.
x 135 lbs.
x 433 lbs.
x 30 lbs.
Date: 11/27/95
1700.0 feet
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
0 lbs
0 lbs
216000 lbs
0 lbs
0 lbs
0
216000 lbs
Volume = 216000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 216000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet ,4 5Zt/
TOTAL DESIGNED VOLUME
a.
Inside top length (feet)
Inside top width (feet)
Top of dike elevation (feet)
Bottom of lagoon elevation (feet)
Freeboard (feet)
Side slopes (inside lagoon)
Total design volume using prismoidal
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2
3.0 3.0 3.0 3.0
AREA OF TOP
LENGTH * WIDTH =
254.0 234.0
AREA OF BOTTOM
LENGTH * WIDTH =
200.0 180.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
227.0 207.0
CU. FT. = (AREA TOP +
59436.0
formula
260.0
240.0
54.0
44.0
1.0
3.0 : 1
LENGTH WIDTH DEPTH
254.0 234.0 9.0
59436 (AREA OF TOP)
36000 (AREA OF BOTTOM)
187956 (AREA OF MIDSECTION * 4)
(4*AREA MIDSECTION) + AREA BOTTOM) * DEPTH/6
187956.0 36000.0 1.5
Total Designed Volume Available = 425088 CU. FT.

5D. Volume of 25 year 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 39000.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 52749 cubic feet
5B. 0 cubic feet
5C. 36400 cubic feet
5D. 39000 cubic feet
TOTAL 128149 cubic feet
6. SUNNARY
�5.
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---- > 260.0 feet
Inside top width > 240.0 feet
Top of dike elevation > 54.0 feet
Bottom of lagoon elevation > 44.0 feet
Total required volume--- > 344149 cu. ft. *
Actual design volume > 425088 cu. ft. *
Seasonal high watertable elevation (SHWT)===> 46.6 feet
Stop pumping elev.-- ------ > 50.6 feet *
Must be > or = to the SHWT elev. > 46.6 feet
Must be > or = to min. req, treatment el.=> 50.0 feet
Required minimum treatment volume > 216000 cu. ft.
Volume at stop pumping elevation > 290708 cu. ft.
Start pumping elev.— > 52.3 feet *
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 386088 cu. ft.
Volume at start pumping elevation > 384196 cu. ft.
Required volume to be pumped > 89149 cu. ft. *
Actual volume planned to be pumped > 93488 cu. ft. *
Min. thickness of soil liner when required==> 1.5 feet

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
in
ches nches 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.

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.

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 52.3 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 50.6 . This temporary
storage, less 25 yr- 24 hr storm, contains 89149 cubic feet or
666832 gallons.

SEEDING SPECIFICATIONS
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
120.0 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
60.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUKE 15
0.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200.0 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.

J. s. ueparteri c oz• hyt �u ►�•�
Sol I Conservation 5erv1ce
Septnber 1980
File Code: 210
��Q7N
HAZARD CLASS1FiCAtI0N OATA S1EET FOR
L JwnerC,
Cocnnunity or Croup.'No_
.z st
COtllity O! v2 L %
Corisarratiom•P1an No. ..
Es tima tad Oepth of Wa t .i- to Top. of Dam Ft.Le.ngth o ► Flood Pool 2G o Ft.
Oata o f Fi el d Hazard Investi gztion 1/-- 24 4 (
Evaluation by reach of fl oad plain downstrea i to the paint of estimated rni nor erect
from sudden dam failure. -
• .. Est.. �Z ev . :Est. ET evatz on
• ' . ; . • • Ki nd of :Iraprove�ents : of Breach
Reach: Length: Width: SY ope : Land, Use : Improvements : Above : Fl oodwatar Above
Flood Plan. Flood Plain
c • �►
Ft. ' • Ft• , • D •
I
•
•
: Ft. Ft.
•
•
2
Describe potential for loss of life and damage to existing or probable f t .zre downstream
Z• n C. Q L..( L o�sg `�
mprovenents from a sudden breach � � � �r�- -�
ru Gad
1 k�oo alv�
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21)
Darn Classification (I, II
IV, V)
(title
Date //• ��"�f
Concurred By Date
{ narn / : (ti tl e )
NOTE: I. Instructions on reverse side.
2. Attach adds ti onal sheets as needed.

FARMER'S NAME cTa s €r C�s�rIa.IJ DISTRICT
DATE COUNTY✓�J 112
S. C. S. PIIOTO SIIEET NO. WORK UN1T �••2.
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
D
WOODLAND ACRES TOTAL ACRES
PO D CLASS' '
WORK UNIT CONSERVATIONIST
- SKETCH OF PROPOSED -POND SHOWING WHERE BORINGS WERE MADE (Approz. ecale 1"» feet)
Locate reference point +n eenler line of da,n and 1dentifV an sketch
SHOW
DEPTH
M°Ae and fist daen•s/te
(Continued on back
BORING NUMBER
and splilway 6orinos Ilrst - Men ponded
wAere n.cessarv) SAow wafer 1abl flegotions
AND PROFILE
area and borrow plc 6orinos - s. ar ft wIM vrnYcal r d line.
on dam•s/te��i noj.
SCALE
1
2
3
4
S
7
8
9
10
t3
12
13
14
16
17
18
,3
20
21
22
23
,
-apL.
3..'.I
Sr^
!
I
cr
^eli,a
i
'T _ S
.sc'
14 .r
!
1
5r
. r�
t L. ,
_D$
'r
Ism
.
s`
sM
1
P
-
`% -to
Sn,-�
i
�
M
P
- '
P.
sin,
Ira—tii
11-12_
£' -`P
J
JCL.
_
_
1
BORINGS MADE BY '..t.�oo (A.1 'L i SIGNATURE & T1TLE_3 l ,^' t) c..T

f TYPES OE MATERIAL ENCOUNTERED 1N i?ORINGS
I (Usc one of systems below)
UNIFIED CLASSIFICATION
GW -Well graded gravels; gravel, sand mix
GP -Poorly graded gravels
GM -Silty gravels; gravel -sand -silt mix
GC -Clayey gravels; gravel -sand -clay mix
SW - Well graded sands; sand -gravel mix
SP - Poorly graded sands
SM - Silty sand
SC - Clayey sands; sand -clay mixtures
ML -Silts; silty, v, fine sands; sandy orclayey silt
CL - Clays of low to medium plasticity
CH -Inorganic clays of high plasticity
MH - Elastic silts
OL-Organic silts and silty clays, low plasticity
OH -Organic clays, medium to high plasticity
USDA CLASSIFICATION
g- gravel
s - sand
vfs-very fine sand
sI-sandy loam
fsl - fine sandy .loam
1-loam
gl - gravelly loam
si - silt
sil- silt loam
cl - clay loam
sicl - silty clay loam
scl -sandy clay loam
sic -silty clay
c -clay
Suitable for embankment is available U'Yes Q No (lndiCQ/e where loco d on lht skercfh on
1. material
rsverl4 sld.J
REMARKS: /30r h 3l 4 .f• Sr l n...r_ : - e J,. � .io l,) e '— ..'.v...:•io /
1C0� 1�9^�, 1 j-�r. I?eca.�h�,, Ib`eta ;•,3 1��.,,, t. ar"i (iee
a HoC.tj41 #44,) 4, ap j,ax /oa,n''r.)•^ i *o h,f+ L1-i ii2.e // hk r_L1.
Sur~ -arPnl v'& /i oh., w i 11 ham ? 1 oo. ,»« ,+ rn.,c% hay &/
w' 1 !• In -Ad— o'f feI h, ,-. eGvn,r)1f�a/
2. Explain bazarde requiring special attention in design (Seepooe, sprtap•.rout erG)
' nr'� r - s a 4 a / / r ' �, J v�• (' �t "t RZ '/. r .(I) 4 : ' r �-a',.: ,Flo•., a.ol
I r
1I-;o„ o t /ajoo/1 de4errii.iGc('
.• i
f� I
GENERAL REMARKS:
//
24
25
26
27
28 j
29 T
30
31
32
33
1 34
35
36
37
38
3a
40
41
42
43 `
44
45
46 f
47
48
49
50
51
'
-
_ .
4
—
.1
_
G i
'
4
4
r
y
_
L
-
—
-
I

D. Leakage from flush systems, houses, solid se arators-
P action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid se ar
e. Repair all leaks prior to restarting pumps. P ators.
E. Leakage from base or sidewall of lagoon. Often this is see
leaks -possible action: Page as opposed to flowing
a. Dig a small weU or ditch to catch all seepage, put in a submer
back to lagoon. sible pump, and pump
b. If holes are caused by burrowing animals, trap or remove
compact with a clay.type soil, animals and fill holes and
c. Have a professional evaluate the condition of the side waI
as possible. Is and lagoon bottom as soon
2. Assess the..exterit of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills or
rt►
d. Did the spill leave the proProperty damage?
e. Does the spill have thepotential
f. Could a ture ram event nt cause to reach surface waters?
the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the ro e
h. How much reached surface waters? P P ��
3. Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water
Phone y:'��3�5 ��cc After hours, emergency number:Quality) regional office; Your Include, your name, facility, telephonedetails number, the de � Your Phone call
2 above, the exact location of the facility, the location or dire ls of the incident from item
weather and wind conditions. The corrective measures that haven of movement of the spill,
seriousness of the situation. been under taken, and the
b. If spill leaves property or enters surface waters, call Iocal EMS
c. Instruct EMS to contact local Health Department. Phone number 91 I.
d. Contact CES, phone number. • J5� - 1/U/ , Iocal SWCD ofl"c
'1 ' 2%��-1 ,and Local NRCS ofnce for adviceltechnica I e Phone number
I assistance phone number
4. If none of the above works, call 911 or the Sheriff's Department and
there and ask that person to contact the proper agencies for Yopt explain your problem to

'J
Mortality 11lanagcmcnt Methods
(check which mcthod(s) arc beinimplemented)
burial three feet bcncath the surface of the '_round within 24 hours after
knowlcd�e of the death. The burial must be at least 300 fcct from anv flowing
stream or public body of water.
Rcndc:inc at a rc.idcthu plant licensed under G.S. 106-163.7
0 Complete incineration
O In the case of dcad poultry only. piacing in a disposal pit of a size and dcsi�n
approved by the Department of Agriculturc
0 Any method which in the professional opinion of the Statc Vc;erinarian would
make possible the salvacc of part of a dcad animal's value without cndun`crin`
human or animal health. (Written approval of the Statc Veterinarian must be
attached)
Insect Control Checklist for Animal Operations
Srrrrrcc ('uuse 111111's to Canlrol lnsecls Site Specific I'racliccs
Liquid Syslcnts
l lush Guucrs • Accumulatiun ofsulids
I.:tguous and I'its • Crusted Solids
I:aecs.ive Vcgelative • Iecayi a vegclatiun
t it utvtlt
O Glusk syslctn is ticsil;nctl and uperatctl
surlicicntly to rcntuvc accumulated solirls front
gniters as designed.
O Itcutovc bridging of accunutlalcd solids it
discharge
t1 Mairu:►in la�ornts, settling basins and vhcre
pest brecdiug is apparcnl to utiniutize the
crttsling ofsokds to a depth of no more Than 6 -
lt inches over more Than 30'% of surGtcc.
CI Maintain vcgelalivc conlrol along hanks of
lagoons and oilier impomulutenls to prcvcrtl
:tcctunuLtlion of decaying vegetative ntancr
along waier's edge un unpoundntcut's perimeter.