310050_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 31-0050 Certificate Of Coverage Number: AWS310050
2. Facility Name: BJD Farm I
3. Landowner's Name (same as on the Waste Management Plan): Bizzell J Davis
4. Landowner's Mailing Address: 1180 Lanefield Rd
City: Warsaw State: NC Zip: 28398
Telephone Number: 910-293-4383 Ext. E-mail:
5. Facility's Physical Address: 1180 Lanefield Rd
City: Warsaw State: NC Zip: 28398
6. County where Facility is located: Duulin
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
10. Operator Name (OIC): Bizzell J. Davis Phone No.: 910-284-0078 OIC #: 18035
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit:
Operation Types:
Operations Type Allowable Count
Swine - Feeder to Finish 7,360
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 Poultn
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
84,071.00
19.50
2
84,506.00
19.50
3
48,352.00
19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed b$ the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: J (Z 1si i 3 O1 N" t S Title: t)%% f 1�
Signature: --_ _ _r Date:
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

ROY COOPER
Governor
MICHAEL S. REGAN T"•`�
5eCretoxy
LINDA CULPEPPER NORTH CAROLINA
Director Environmental Quality
February 27, 2019
Bizzell J Davis
BJD Farm I
1180 Lanefield Rd
Warsaw, NC 28398
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
MAR 29 2019
U4 a.L Otialkf
ivnel Op,oratipmsSet h+;,
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at hops://det .nc.eov/about/divisions/water-resources/water-yualii\ -re. ional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under the State Non -Discharge General Permits, You must submit an application for
permit coverage to the Division. Enclosed you will find a 'Request for Certificate of Coverage Facility Currently Covered by an
Expiring State Non -Discharge General Permit." The application form must be completed, signed and returned b% April 3, 2019.
Please note that you must include one (11 copy of the Certified Animal Waste Management Plan (CAWMPI with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Enclosures
cc (w/o enclosures):
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Wilmington Regional Office, Water Quality Regional Operations Section
Duplin County Soil and Water Conservation District
AFOG Section Central Files - AWS310050
Murphv-Brown LLC
EIE �. Korth Caro"tr_a Department of Enviroa ientnl Quality 1 Ditision of Watef Resources
��- (/��, 512 N. Salisbury St 1 i636 Mail Service Centex Balch, North Carolers 27699-1635
---� 919.707.9000

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
O 0
❑ O
ErO
O O
O O
aEl
El
Version —November 26, 2018
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinionwof the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup -
parts a ve.riety of eemer enc y morte!it'y disposa! c pti3„s; ♦act for
ry 9 Y ,�'_ � 5, eor,.�.,�the Division, 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.
9411
nature Fa-m Owner/Manager
er
4ig4
7-Z(Q- /9
Date
Signature of Technical Specialist Date

NUTRIENT MANAGEMENT PLAN
Growers):.
Farm Name:
County:
Farm Type:
Farrn Capacity:
Storage Structure:
Storage Period:
Application Method:
Bizzeli Davis
BM Farm I
Duplin
Feed -Fin
7360
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 draft and downwind odor
problems.
6. To maximize the vatue 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 tills 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 sorne 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, ifcarried 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.):
7360 animals X 985.50 gal/animal/year =
7,253,280 gallons
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (fbs):
7360 animals X 2.30 Ibslanimal/year =
10, 928.00 !bs
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 Soli
Type
72026
72026
72026
un
1A
1' 3
Au
GoB
Ra
Crop Yield
Code /Ac
B
G
4.7
5.5
3.8
Ibs N Acres Lbs N/Ac Lbs N lbs N I Time to
/unit , Residual : /Ac Required] Apply
50.00
50.00
50.00
2.2 235.0 2871.70
20.7 '275.0 5678.75
46.9 190.0 8901.50
Total 79.7 17451.95
Available N 16928.00
*Difference -523.95
Mar -Oct
Mar -Oct
F-June, S-
Indicates that this field is being overseeded (Le. interplanted) or winter annuals follow summer
annuals.
*A negative number reflects the total lbs 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 farm.
NOTE:
This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops 'fisted above.
The applicator is cautioned that P an.d K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. En 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 (Le.
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
Page: 3

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 fa[I.
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 Code Crop
A
B
D
E
F
G
H
J
K
L
N
0
Barley
Hybrid Bermudagrass - Grazed
Hybrid Bermudagrass - Hay
Corn - Grain
Corn - Silage
Cotton
Fescue - Grazed
Fescue - Hay
Oats
Rye
Small Grain - Grazea
Small Grain - Hay
Grain Sorghum
Wheat
Soybean
Lbs N utilized / unit yield
1.6 Ibs N / bushel
50 ibs N / ton
50 Ibs N / ton
1.25 Ibs N / bushel
12 lbs N / ton
0.12 Ibs N / lbs lint
50 Ibs N / ton
50 ibs N / ton
1.3 lbs N / bushel
2.4 Ibs N / bushel
100 lbs N / acre
133 Ibs N / acre
2.5 lbs N / cwt
2.4 lbs N / bushel
4.0 lbs 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.
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
sludge based on the application method listed earlier
Page: 4

If you remove the sludge every 5 years, you will have approximately 13248.00
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 44.16 acres of land. if you apply
the sludge to corn at a rate of 125 pounds per acre, you will need 105.98 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, soli
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the sail 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
Soil
Field I T • e Cro
Application Rate Application Amount
in/hr
72026 un AuA B 0.60
72026 IA GoB B 0.50
72026 1 B Ra G 0.40
* inches
1, 00
1.50
0.95
*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.
MAR 2 9 2019
Page: 5

It is. the responsiabifity 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 appiication prior to applying the waste.
Additional Comments:
Producer may overseed coastal with small grain and apply at a rate no greater than 50 lbs t\l/ac.
Page: 6

NUTRIENT MANAGEMENT PLAN CERTIFICATION
Name of Farm: 470 `,yam /
Owner/Manager Agreement:
l/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. I/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 t must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described ;n 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. I 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 wilt be available for review by NCDWQ upon request.
Name of Facility Owner: 5/?- [ Ej� 0/1-y/,r
Signature:
Name of Manager (if different from owner):
Signature:
57-,70-17
Date
Please Print
Name of Technical Specialist: Jimmy R. Vinson
Affiliation: Brown's of Carolina, inc.
Address: P.O. Box 487
Telephone:
Signature.
Warsaw, NC 28398
/(9iO) 293-2984
Date
3=Al- 97
Date
P� ge: 1

ANIMAL WASTE MAMA( . ENT PLAN CER1J iCATIOj :'OR EXISTING FEEDLOTS
Please i etnna the completed form to the a Division of Environmental Management at the address on the
reverse side of this form.
Name of farm (Please print) : e722 112S X
Mailing Address: //SO (�4711- /el!) 40
�1s. 111G Z39 Phone No.: 4T . - g3 3. 3
County (of arm): Dt,�2,./ '
Farm location: Latitude and Longitude: 3V-` 57 ' / 2 " 1 ;8 ° 0 a ' i 9 'required . Also, pl attach a
copy of a county road map with location identified. ((228o h P°e tet
Type of operation (swine, layer, dairy, etc.) : st,,r,41E (tea 1A140JJs-,t/or" f"udosm i&
Design capacity (number of animals) : S160 �INWShirt/6
Average size of operation (12 month population avg.): 5740 f lieu 6
Average acreage needed for land application of waste (acres) : .70
Technical Specialist Certification
As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant
to 15A NCAC 6F .0005, I certify that the existing animal waste management system for the farm named
above has an animal waste management plan that meets the operation and maintenance standards and
specifications of the Division of Environmental Management and the USDA - Soil Conservation Service
and/or the North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and
ISA NCAC 6F .0001 - .0005. The following elements and their corresponding minimum criteria have been
verified by me or other designated technical specialists and are included in the plan as applicable: minimum
separations (buffers); adequate quantity and amount of land for waste utilization (or use of third party);
access or ownership of proper waste application equipment; schedule for timing of applications; application
rates; loading rates; and the control of the discharge of pollutants from stormwater runoff events less severe
than the 25 - years 24 - hour storm_
Il When checked, see reverse side of form for conditions/exceptions.
Name of Technical Specialist (Piise Print): „Tinny g. vu 3cr
Affiliation Agency): Brown's of Ca olna, Trc_
Address ( ge y): l7 457 w���.� �r -141aa
Signature: ykA
Phone No.: (91 a 1 293-..36f10
Date: 3 -
Owner/Manager Agreement
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) also understand that there must be no discharge of animal waste
from this system to surface waters of the state either directly through a man-made conveyance or through
runoff from a storm event less severe that the 25-year, 24-hour storm. The approved plan will be filed at the
farm and at the office of the local Soil and Water Conservation District.
Name of Land Owner (Please Print) : F/2-zECG l3 iS
Signature:
Name of ManaQ d ,.erent from owner (Please print):
Signature: Date:
Date: 3 i-9;
Note: A change in land ownership require.: notification or a hex certification (if the approved plan is changed) within 60 days of a tide transfer.
DEM USE ONLY: ACE#

ANIMAL WASTE UTILIZATION PLAN
Producer: BIZZELL DAVIS
Location: 1180 LANEFIELD RD
WARSAW NC 28398
Telephone: [phone]
Type Operation: Existing Feeder to Finish Swine
Number of Animals: 7360.00 hogs
(Design Capacity)
STORAGE STRUCTURE: Anaerobic Waste Treatment Lagoon
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

ANIMAL WASTE UTILIZATION PLAN
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 panting 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 inthe 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. Acreage
requirements should be based on the waste analysis report from your
waste management facility. In some cases you may want to have plant
analysis made, which could allow additional waste to be applied.
Provisions shall be made for .he 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, tf 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.)
7360 hogs x 1.9 tons waste/hogs/year = 13984 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
7360 hogs x 2.3 lbs PAN/hogs/year = 16928 lbs. PAN/year
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.
The following acreage will be needed for waste application based on
the crop to be grown, soil type and surface application.
Page: 2

ANIMAL WASTE UTILIZATION PLAN
TABLE 1: ACRES OWNED BY PRODUCER
TRACT
72026
OCT
72026
MAR
FIELD
SOIL TYPE & CLASS -
DETERMINING PHASE
AUB
CROP IYIELDI LBS
CODE ' AW N
PER AC
APPLY
METH
BC
4.7
COMM NI **
PER ACRES
AC
or
RESID.
N
235
11.7
* LBS
AW N
USED
APPLIC
TIME
2749.5
+MAR-
-UN
SG 1 175
111.7 877.5
+OCT-
72026
lA IGOA
OCT
72026 1-1A
MAR
IBC
I
5.5
275
72026 11B RAA
JUNE
]SG
rT
�FC
I
75
3.8 1190
17.96
4939
+MAR-
117.96'1347
+OCT-
50.0419507.6
+SEP-
END
1
I
TOTALI19420.6
- Indicates that this field is being overseeded (i_e•
interplanted) cr winter annuals follow summer annuals.
+ - Dates shown reflect opt mu.m uptake periods for nutrients. Waste
appilcation may begin up tc thirty(30) days prior to planting or
green -up of forages, and extend past optimum dates shown if
plant growth, pumping conditions, and PAN loading rates permit.
NOTE: The applicator is cautioned :hat 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.
Page:

ANIMAL: WASTE UTILIZATION PLAN
TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land.
See required specification 2.)
TRACT
FIELD
SOIL TYPE & CLASS -
DETERMINING PHASE
END
CROP 'YIELD
CODE
APPLY
METH
LBS
AW N
PER AC
COMM N
PER
AC
or
RESID.
N
** '* LBS
ACRES AW N
USED
APPLIC
TIME
TOTAL!0
- Indicates that this field is being overseeded (i.e. interplanted) or
winter annuals follow summer annuals.
+ - Dates shown reflect optimum uptake periods for nutrients. Waste
application may begin up to thirty(30) days prior to planting or
green -up of forages, and extend past optimum dates shown if
plant growth, pumping conditions, and PAN loading rates permit.
In interplanted fields (i.e. small grain,
in bermudagrass), forage must be removed
hay and/or silage. Where grazing, plants
when they reach a. height of six to nine
should be removed when punts are grazed to
inches. In fields where small grain, etc,
for hay or silage, care should be exercised
grain to reach maturity, especially late in
April or May) Shading may result if small grain gets too
high and this will definitely 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
time small grain is planted in the fall.
etc, interseeded
through grazing,
should be grazed
inches. Cattle
a height of four
is to be removed
not to let small
the season (i.e.
The ideal time to interplant small grain, etc, is late
September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a
height of about two inches before drilling for best results.
Page: 4

ANIMAL WASTE UTILIZATION PLAN
**
Acreage figures may exceed total acreage in fields due to
overseeding.
* lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables 1 and 2 above:
CROP CODE 1 CROP i UNITS ]PER UNIT
BC
FC
SG
* * *
HYBRID BERMUDAGRASS-CONTROLLED GRAZED
TALL FESCUE -CONTROLLED GRAZED
SMALL GRAIN OVERSEEDED
TABLE 1
TABLE 2
TOTAL
TOTALS FROM TABLES 1 AND 2
WETTABLE
ACRES
79.7
LBS AW N USED
19420.6
0 0
79.7
*** BALANCE
19420.6
-2492.6
TONS
TONS
AC
50
50
75
This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Page: 5

ANIMAL WASTE UTILIZATION PLAN
*** This number must be less than or equal to 0 in order to fully
utilize the animal waste N produced.
Acres shown in each of the preceding tables 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.
SLUDGE APPLICATION:
The waste utilization plan must contain previsions 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 2723.2 pounds of plant available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will have approximately 13616
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 45.3866666667 acres of land. If you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 108.928 acres
of land. Please be aware that these are only estimates of the PAN and
land needed. Actual requirements could vary by 25W depending on your
sludge waste analysis, soil types, realistic yields, and application
methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the
soil at the time of irrigation such that runoff or ponding occurs. This
rate is limited by initial soil moisture content, soil structure, soil
texture, water droplet size, and organic solids. The application amount
should not exceed the available water holding capacity 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,
itis the responsibility of the producer and irrigation designer to ensure
that an irrigation system is installed to properly irrigate the acres
shown in Tables 1 and 2. Failure to apply the recommended rates and
Page:

ANIMAL WASTE UTILIZATION PLAN
amounts of nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application
rates and amounts.
Tract 1 Field Soil
72026 11A
Type
Crop
Application RatejApplic. Amount
(in/hr) 1 (inches)
GOA BC i .50 1 *1.0
72026 1 1B 1 RAA
FC
.40 1 *1.0
72026 1 UN AUB
BC
72026 -1A f j SG j .5 j *1
j 1 j j
72026 j --UN j E SG j .5 f *1
j 1 j
* 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 180.00 days of temporary storage and
the temporary storage must be removed on the average of once every
6.00 months. In no instance should the volume of the waste be stored
in your structure be within the 25 year 24 hour storm storage or one
foot of freeboard except in the event of the 25 year 24 hour storm.
Page: 7

ANIMAL WASTE UTILIZATION PLAN
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 Tables 1 and 2. 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 rate prior to applying the waste.
NARRATIVE OF OPERATION
THIS WASTE PLAN IS WRITTEN BASED ON A WETTABLE ACRES IRRIGATION DESIGN DONE BY
MR. FLOYD ADAMS PE. THE DATES USED ARE THE SAME AS ON THE ORIGINAL WUP DATED
5-30-97(SEE ATTACHED) DONE BY MR JIMMY VINSON OF BoC.
Page: 8

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1 Animal waste shall not reach surface waters of the state by
runoff, drift, manmade conveyances, direct application, or
direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited.
2. There must be documentation in the design folder that the
producer either owns or has an agreement for use of adequate
land on which to properly apply the waste. If the producer does
not own adequate land to properly dispose of waste, he/she shall
provide a copy of an agreement with a landowner who is within a
reasonable proximity, allowing him/her the use of the land for
waste application. It is the responsibility of the owner of the
facility to secure an update of the Waste Utilization Plan when
there is a change in the operation, increase in the number of
animals, method of utilization, or available land.
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, climatic conditions, and
level of management, unless there are regulations that restrict
the rate of application for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons
per acre per year. Waste may be applied to land that is eroding
at 5 or more tons, but less than 10 tons per acre per year
providing grass filter strips are installed where runoff leaves
the field. (See FOTG Standard 393 -Filter Strip)
5. Odors can be reduced by s.njectzng the waste or disking after
waste application. Waste should not be app.-lied when there is
danger of drift from the irrigation field.
6. When animal waste is to he applied on acres subject to
flooding, it will be soil incorporated on conventionally tilled
cropland. When applied to conservation tilled crops or
grassland, the waste may be broadcast provided the application
does not occur during a season prone to flooding. (See "Weather
and Climate in North Carolina" for guidance.)
7. Liquid waste shall be applied at rates not to exceed the soil
infiltration rate such that runoff does not occur offsite or to
surface waters and in a method which does not cause drift from
the site during application. No ponding should occur in order
to control odor or flies.
8. Animal waste shall not be applied to saturated soils, during
rainfall events, or when the surface is frozen.
9. Animal waste shall be applied on actively growing crops in such
a manner that the crop is not covered with waste to a depth that
would inhibit growth. The potential for salt damage from animal
waste should also be considered.
Page: 9

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 the crop or forages breaking
dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall
comply with the following: The outer perimeter of the land area
onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential
property boundary and from any perennial stream or river (other
than an irrigation ditch or canal. Animal waste other than
swine waste from facilities sited on or after October 1, 1995),
shall not be applied closer than 25 feet to perennial waters.
(See Standard.393 - Filter Strips).
12. Animal waste shall not. be applied closer than 100 feet to
wells.
13. Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property
and public right-of-ways.
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
they have been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on
grassed waterways that discharges directly into water courses,
and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from
the site.
16. Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into the
animal waste management system.
17. A protective cover of appropriate vegetation will be
established on all disturbed areas (lagoon embankments, berms,
pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and
other woody species, etc., are limited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible.
Berms and structures should be inspected regularly for evidence
of erosion, leakage or discharge.
Page: 10

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
18. If animal production at the facility is to be suspended or
terminated, the owner is responsible for obtaining and
implementing a "closure plan°i which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should
be inspected on a regular basis to prevent breakdowns, leaks,
and spills. A regular maintenance checklist should be kept on
site.
20. Animal waste can be used in a rotation that includes vegetables
and other crops for direct human consumption. However, if
animal waste is used on crops for direct human consumption it
should only be applied preplant with no further applicaticns of
animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and
bottom elevations of the temporary storage (pumping volume) of
all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A. marker will
be required to mark the maximum storage volume for waste
storage ponds.
22. Waste shall be tested within 60 days of utilization and soil
shall be tested at least annually at crop sites where waste
products are applied. Nitrogen shall be the rate - determining
element. Zinc and copper levels in the soils shall be -
monitored and alternative crop sites shall be used when these
metals approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry
waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be
maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North
Carolina regulations.
Page: 11

ANIMAL WASTE' UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:BJD FARM I
Owner/Manager Agreement
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
approved animal waste utilization plan for the farm named above. I
(we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the
North Carolina Division of Water Quality (NCDWQ) before the new
animals are stocked. I (we) also understand that there must be no
discharge of animal waste from this system to surface waters of the
state from a storm event less severe than the 25-year, 24-hour
storm. The approved plan will he 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: BIZZELL DAVIS
(Please print)
Signature: Date:
Name of Manager(If different from owner):
Signature: � Date:
Name of Person Preparing Plan: :Please print)BILLY W. HOUSTON
Affiliation:DUPLIN SOIL AND WATER CONSERVATION DISTRICT
Phone No. 910-296-2120
Address (Agency): PO BOX 219
KENANSVILLE NC 28349
Signature:
Date: 4/11/Ce
Page: 12

Swine farm Waste Management Odor Control Checklist
•
Suttrcc
Farmstead
Animal body stir faces
Floor sin faces
Cuusc
• Swine production
HMI's to Minimize Odor
Cl icbctativc or wooded buffers;
'El Recommended best management practices;
.+ Good,judgnment and common sense
Site Specific Practices
• Dirty manure -covered animals
• Wcl manure -covered floors
ry Ifoors
[ ,II►Iled floors;
CI Waterers located over slotted floors;
Cl Feeders at high end of solid floors;
Cl Scrape manure buildup from floors;
Cl Underfloor ventilation for dying
h1 uno'e collection pits • lJrinc;
• Partial microbial decomposition
Ventilation exhaust fans • Volatile gases;
Dust
cf_l frequent manure removal by flush, pit recharge,
or scrape;
Cl t}1 k rfiour ventilation
Ili'tut maintenance;
Inn yifliclent air Movement
Induursurfaces
Flush tanks
Hush alleys
• Dust
• Agitation of recycled lagoon
lirtuid while tacks are filling
• Agitation during wastewater
conveyance
I Washdown between groups oI animals;
El Feed additives;
Cl /ceder covers;
f Feed delivery downspout extenders to leerier
covers
Cl Flush lank covers;
CI Extend fin lines to near bottom of tanks with
anti -siphon vents
CI 11sittllcrfloor (lush with underfloor ventilation
Pit iecharge points
• Agitation of recycled lagoon
litluid wltilt pits arc filling
Extend recharge lilies to near bottom of pits
cvith anti -siphon vents
Lill stations
• Agitation during sump tank
filling and drawdown
Cl Sump lank covers
Outside drain collection • Agitation during wastewater
ur junction boxes conveyance
Cl Box covers
Amor vvenrber 1 I, 1996, Page 3

Snu rcc
Iat(lof drainpipes al
lagoon
Lagoon surfaces
Cause
Agitation during wastewater
conveyance
• Volatile gas emissions;
• Biological mixing;
• Agitation
Irrigation sprinkler
nozzles
S IIruge tank or basin
stir Lite
IIMPs fo Minimize Odor Site Specific Practices
D Uxt r% discharge point of pipes underneath
ItjOn liquid level
l �i'ro r lagoon liquid capacity;
pi/Correct lagoon startup procedures;
0 Minimum surface area -to -volume ratio;
D Minimum agitation whcm.pumping;
D Mechanical aeration;
CI r 'en biological additives
• I ligh pressure agitation;
• Wind drift
)-rigale on dry days with little or no wind;
Minimum recommended operating pressure;
Pump intake near lagoon liquid surface;
Cl Pump front second stage lagoon
• t'altral microbial decomposition;
• Mixing while Tilling;
• Agitation when emptying
Scllling basin surface
• Partial microbial decomposition;
• Mixing while filling;
• Agitation wlien emptying
n
D
[`I
Bottom or midlevel loading;
Tank covers;
Basin surface mats of solids;
Proven biological additives or oxidants
17 Ilxicnd drainpipe outlets omit:mealll liquid
level;
0 Remove settled solids regularly
ALuunrc, slurry or sludge •
spreader outlets •
Agitation when spreading;
Volatile gas emissions
Uncovered manure,
slurry or sludge on licld
sot faces
• Volatile gas emissions while
drying
CI Soil injection of slurry/sludges;
CI Wash.residual manure from spreader after use;
0 Proven biological additives or oxidants
D Soil injection of slurry/sludges
D Soil incorporation within SIB hrs.;
f`I tread in Ihin uniform layers for rapid drying;
CI Proven biological additives or oxidants
Dealt animals • Carcass decomposition
Proper disposition of carcasses
(lead animal disposal
pits
• Carcass decomposition
D Complete covering of carcasses in burial pits;
D Proper location/construction ofdisposal pits
Incinerators • Incomplete combustion •
f_`I Secondary stack burners
AMOf lovcnibcr 11, 1996, Page 4

— Source Cuusa:
111411's to Minimize Odor
• . Grade and landscape such that water drains
Tway from facilities
Standing water around m Improper drainage;
facilities Microbial decomposition of
organic matter
Alanurc tracked onto
public roads hoot farm
access •
• I'oorly maintained access roads fl Farm access road maintenance
Site Specific Practices
Additional Information :
Swine Manure Irlanagentent ; 0200 liulc/fMP Packet
Swine Production Farm Potential Odor Sources and Remedies ; BRAG Fact Sheet
Swine Production Facility Manure Management: Pit Recharge - Lagoon Trt;atmcnl ; I;BAE 128-88 Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment ; EC3A13 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage ; L•1)Ali 103-83
Calibration of Manure and Wastewater Application Equipment ; EUAE !'act S1,cel
Controlling Odors from Swine Buildings ; PI11-33
Environmental Assurance Program ; NI'I'C Manual
Options for Managing Odor; a reprat from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies ; PI(OI07, 1995 Conference Proceedings
AMOC - November 11, 1996, Page 5
Available From :
NCS11, County Extension Center
NCSIJ - !ME
NCSI.1 - IIAE
NCSIJ - 'ME
NCSIJ - IlAL
NCSIJ - IIAIi
NCSU - Swine Extension
NC Pork Producers Assoc
NCSI1 Agri Communications
Florida Cooperative Extension

Mortality 11-1anagement Methods
(check which method(s) arc bin implemented)
Burial three feet beneath the surface of the ground within 24 hours after
knowlcdee of the death. The burial must be at least 300 feet from any flowing
stream or public body of water.
Rendering at a rendering. plant licensed under G.S. 106-163.7
0 Complete incineration
In the case of dead poultry only, piacing in a disposal pit of a size and'desian
approved by thc Department of Agriculture
Any method which in the professional opinion of thc State Veterinarian would
make possible the salvage of part of a dead animal's value without endangcrina
human or animal health. (Written approval of the State Veterinarian must be
attached)
Li
Sllll FCC
insect Control Checklist for Animal Operations
Xi MI
• •W
Flush boilers • Accumulation of solids
I.al;otms and tits
• Crusted Solids
Excessive Vegetative • Decoying vegetation
(itulvlh
11I111's I+► Control Insects
Liquid Sys (CMS
0 Flush system is designed and operated
sufficiently to remove accumulated solids front
gutters as designed.
CI Remove bridging of accumulated solids at
discharge
O Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -
t inches over more Than 30% of surface.
Silt: Specific Practices
O Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along ‘vatcr's edge on impoundment's perimeter.

BROWN'S
—.OF CAROLINA
BIZZW.T. DAVIS FARM — REGHT FINISHING HOUSES
STATE ROAD # 1900 — DUPLI MINTY
Carroll
1114
MAGNI:X.1A
POP. 392
2.7
1904
1900
4.
.7
"1903
1 .3
1107 401.; 1903
190L
Johnson
Church
- srtsi 7 \
4"-P-5-
12111 Raifo;(
Airpor
4
KENANSVILiE
POP. 93
DIRELVICVS FROM WARSAW TAKE STATE ROAD # 1900, GO STRAIGHT ACROSS AT aufwan CHURCH
INTERSECTICtl, FARM WILL WILL 1.5 ffU ON THE RIGHT, JUST PAST SR# 1927.
BIZZFLI, DAVIS FARM IS BESIDE 13RGWN tS OF OIROLINA FARM 12.

Operator:Bizzel Davis County: Duplin-#1 Date: 11/25/92
Distance to nearest residence (other than owner):
1. STEADY STATE LIVE WEIGHT
O sows
O sows
2880 head
O sows
O head
(farrow to finish)
(farrow to feeder)
(finishing only)
(farrow to wean)
(wean to feeder)
x 1417 lbs.
x 522 lbs.
X 135 lbs.
X 433 lbs.
X 30 lbs.
1000.0 feet
0 lbs
0 lbs
388800 lbs
0 lbs
0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 388800 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 388800 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW
Volume = 388800 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet ; "Owner requests no sludge storage.
Sludge will be removed as needed."
4. TOTAL DESIGN VOLUME
Inside top length 300.0 feet ; Inside top width
Top of dike at elevation 54.5 feet
Freeboard ' 1.0 feet ; Side slopes 3.0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 53.5 feet
Bottom of lagoon elevation 44.5 feet
Seasonal high water table elevation 50.0 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 294.0 274.0 9.0
AREA OF TOP
LENGTH * WIDTH =
294.0 274.0
AREA OF BOTTOM
LENGTH * WIDTH =
240.0 220.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
267.0 247.0
CU. FT. _ [AREA TOP
80556.0
280.0 feet
80556.0 (AREA OF TOP)
52800.0 (AREA OF BOTTOM)
263796.0 (AREA OF MIDSECTION * 4)
+ (4*AREA MIDSECTION)
263796.0
+ AREA BOTTOM) * DEPTH/6
52800.0 1.5

VOLUME OF Lii OOl AT TOTAL DESIGN LIQUIL =
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
300.0 280.0 84000.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
595728 CU. FT.
TOTAL DA 84000.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 388800 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 94947 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
Volume 7.0 in * DA / 12 inches per foot
Volume = 49000.0 cubic feet
7.0 inches

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 52500.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 94947 cubic feet
5B. 0 cubic feet
5C. 49000 cubic feet
5D. 52500 cubic feet
TOTAL
J
196447 cubic feet
6. SUMMARY
Total required volume
Total design volume avail.
585247 cubic feet
595728 cubic feet
Min. req. treatment volume plus
At elev.
Total design
At elev.
Seasonal high water
7. DESIGNED BY:
DATE:
504
1 feet ; Volume is
sludge accumulation
fN
volume less 25yr-24hr
Ss.B
54r9- feet ; Volume is
3go4f3
storm is
(401'10
388800 cubic fe
cubic feet (end pumping)
543228 cubic feet
cubic feet (start pumping)
table elevation 50.0 feet
APPROVED
BY: Nr-.5y-
DATE: /4.?- C - Z
"" Y [Y r
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
scf "
3

OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment with minimum odor
control. The time required for the planned fluid level to be
reached may vary due to soil conditions,flushing operations, and
the amount of fresh water added to the system.
Land application of waste water is recognized as an acceptable
method of disposal. Methods -of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent runoff from the field or damage
to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see Attachment B)
before land application.
3. Begin pump -out of the lagoon wherL fluid level reaches eleva-
tion 52.9 as marked by permanent markers. Stop pump -out when
the fluid level reaches elevation 50.9 or before fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) .
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.4
inch per hour.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

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Operator:Bizzel Davis County: Duplin-#2 Date: 11/25/92
Distance to nearest residence (other
1. STEADY STATE LIVE WEIGHT
O sows
O sows
2880 head
O sows
O head
(farrow to finish)
(farrow to feeder)
(finishing only)
(farrow to wean)
(wean to feeder)
TOTAL STEADY STATE
than owner):
x
x
x
x
x
1417 lbs.
522 lbs.
135 lbs.
433 lbs.
30 lbs.
LIVE WEIGHT (SSLW)
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 388800 lbs. SSLW x Treatment
Treatment Volume(CF)/lb. SSLW=
Volume = 388800 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume =
4. TOTAL DESIGN VOLUME
1000.0 feet
0 lbs
0 lbs
388800 lbs
0 lbs
0 lbs
388800 lbs
Volume(CF)/lb. SSLW
1 CF/lb. SSLW
0.0 cubic feet r "Owner requests no sludge storage.
Sludge will be removed as needed."
Inside top length 360.0 feet ; Inside top width
Top of dike at elevation 49.7 feet
Freeboard 2 1.0 feet ; Side slopes 3.0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 48.7 feet
Bottom of lagoon elevation 39.7 feet
Seasonal high water table elevation 45.0 feet
Total design volume using prismoidal formula
235.0 feet
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 354.0 229.0 9.0
AREA OF TOP
LENGTH * WIDTH =
354.0 229.0
AREA OF BOTTOM
LENGTH * WIDTH =
300.0 175.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
327.0 202.0
CU. FT. = [AREA TOP -I-
81066.0
81066.0 (AREA OF TOP)
52500.0 (AREA OF BOTTOM)
264216.0 (AREA
(4*AREA MIDSECTION)
264216.0
OF MIDSECTION * 4)
+ AREA BOTTOM] * DEPTH/6
52500.0 1.5

VOLUME OF LhC00 AT TOTAL DESIGN LIQUIb LE(
r EL = 596673 CU. FT.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
360.0 235.0 84600.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 84600.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 388800 Lbs. SSLW * CF of Waste/Lb./Day *
Volume = 94947 cubic feet
5B. Volume of wash water
180 days
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 =
Volume =
0.0 gallons/day *
0.0 cubic feet
180 days storage/7.48 gallons
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 = 49350.0 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 52875.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 94947 cubic feet
5B. 0 cubic feet
5C. 49350 cubic feet
5D. 52875 cubic feet
TOTAL 197172 cubic feet
3
6. SUMMARY
Total required volume
Total design volume avail. 596673 cubic feet
Min. req. treatment volume plus sludge accumulation 388800 cubic fe
At elev.
585972 cubic feet
46.0 feet ; Volume is 390309 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 543798 cubic feet
At elev.
-411: 3' feet . ; Volume is
Seasonal high waterrtable elevation
7. DESIGNED BY: "� !f APPROVED BY:
DATE
sgot90 AW
564-52r cubic feet (start pumping)
45.0 feet
DATE: �Z-.��•,l��
Sc-s cCuPc,
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
actStj
- r 41AL"R
151r4

OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) with
minimum odor control. The time required for the planned fluid level
to be reached (permanent + temporary storage) may vary due to
flushing operations and the amount of fresh water to be added to the
system.
The designed 6 months temporary storage is an estimated volume
based on : 1) waste from animals; 2) excess rainfall after
evaporation; and 3) the largest 24 hour (one day) rainfall that
occurs on the average of once every 25 years. The volume of
waste generated from a given number of animals will be fairly
constant throughout the year and from year to year. This
estimate is based on 7 inches of excess rainfall which is
equal to or exceeds the highest 6 months excess in a year.
The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will
need to be pumped each 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 on the elevation to begin pumping, a
permanent marker must be installed on this elevation to
indicate when pumping should begin. An elevation must be
established to stop pumping to maintain minimum treatment depth
(6 feet). Pumping can be started or stopped any time between
these two elevations for operating convenience as site
conditions perm t (weather, soils, crop, and equipment 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 runoff from the field
or damage to crops.
The following items are to be carried out:
1. It is strongly recommended tha 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 pre -
charging is completed, 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 B) before land application.

E. C
3. Begin pump -out of the lagoon when fluid level reaches eleva-
tion 48.00 as marked by permanent markers. Stop pump -out
when the fluid level reaches elevation 46.00 or before
fluid depth is less than 6 feet deep (this prevents the loss of
favorable bacteria). The design temporary storage, less 25 year
storm is 144528 cubic feet or 1081071 gallons. As stated
before, this volume will vary considerably from year to year.
4. The recommended maximum amount to apply per irrigation is one
(1) inch and the recommended maximum application rate is 0.4
inches per hour.
5. Keep vegetation on 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 100 feet cropland buffer or 25 feet of grass
vegetated buffer around waste utilization fields, particularly adjacent
to ponds, lakes, streams, open ditches, etc. Do not pump within
300 feet of a rdsidence or within 100 feet of a well.
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.
NOTES:

`r 11 u�_ -92
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- U._S. DEPARTMENT OE.4ORICULTURE
SOIL CONSERVATIQN SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
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-
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WATERSHED AREA MEASUREMENTS
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CIS M AZ, BY
.: T ;JP ?. '4", .__4;

SEEDING RECOMMENDATIONS
AREA TO BE SEEDED: 8.0 ACRES
USE THE SEED MIXTURE INDICATED:
480 LBS. FESCUE GRASS @ 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0 LBS. 'PENSACOLA' BAHIA GRASS @ 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 30
0 LBS HULLED BERMUDA GRASS @ 8 LBS./AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
240 LBS. RYE GRAIN @ 30 LBS./ACRE (NURSERY FOR FESCUE)
0 LBS. RYE GRASS @ 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
8000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
16 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
800 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.

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
Clearing:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. All stumps and roots exceeding one (1)
inch in diameter shall be removed to a minimum depth of one (1)
foot. Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly before placement of
embankment material.
Cut-off Trench:
A cut-off trench (when specified) shall be installed as shown in
the plans.
Construction:
3
Construction of excavated and earthfill areas shall be performed to
the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall not be placed
in standing water and reasonable compaction of the fills shall be
performed by the construction equipment or sheeps-foot roller during
placement. The embankment of the lagoon shall be installed using
the more impervious materials. Construction of fill heights shall
include ten (10) percent for settlement. To protect against seepage,
when areas of unsuitable material are encountered, they will need to
be excavated a minimum of one (1) foot below grade and backf illed and
compacted with a suitable material (ie-CL,SC,CH). Refer to the soils
investigation information in the plans for special considerations.
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction.

Operator:BJD Farms
County: Duplin Date: 08/28/96
Distance to nearest residence (other
1. AVERAGE LIVE WEIGHT (ALW)
O sows (farrow to finish)
O sows (farrow to feeder)
1600 head (finishing only)
O sows (farrow to wean)
O head (wean to feeder)
Describe other :
than owner):
1417 lbs.
x 522 lbs.
x 135 lbs.
X 433 lbs.
x 30 lbs.
2300.0 feet
0 lbs
0 lbs
216000 lbs
0 lbs
0 lbs
0
Total Average Live Weight = 216000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
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 LA-ti`dOd/00_,EQUEWelo /do .5Lub6E Smi?.�46E
4. TOTAL DESIGNED VOLUME
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 =
164.0 294.0
AREA OF BOTTOM
LENGTH * WIDTH =
110.0 240.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
137.0 267.0
formula
LENGTH
164.0
170.0
300.0
49.5
39.5
1.0
3.0 : 1
WIDTH DEPTH
294.0 9.0
48216 (AREA OF TOP)
26400 (AREA OF BOTTOM)
146316 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
48216.0 146316.0 26400.0 1.5

Total Designed Volume Available = 331398 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
170.0 300.0 51000.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 51000.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 ib. ALW 1.37
Volume = 216000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 394560 gals. or 52748.7 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 =
Volume = 0.0 cubic feet
0.0 gallons/day * 180 days storage/7.48 gallons
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 = 29750.0 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 31875.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 52749 cubic feet
5B. 0 cubic feet
5C. 29750 cubic feet
5D. 31875 cubic feet
TOTAL 114374 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 > 170.0 feet
Inside top width > 300.0 feet
Top of dike elevation > 49.5 feet
Bottom of lagoon elevation > 39.5 feet
Total required volume > 330374 cu. ft. *
Actual design volume > 331398 cu. ft. *
Seasonal high watertable elevation (SHWT)===> 43.5 feet
Stop pumping elev. > 45.8 feet *
Must be > or = to the SHWT elev. > 43.5 feet
Must be > or = to min. req. treatment el.=> 45.5 feet
Required minimum treatment volume > 216000 cu. ft.
Volume at stop pumping elevation > 210995 cu. ft.

Start pumping elev. > 47.8 feet *
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 299523 cu. ft.
Volume at start pumping elevation > 298316 cu. ft.
Required volume to be pumped > 82499 cu. ft. *
Actual volume planned to be pumped > 87321 cu. ft. *
Min. thickness of soil liner when required==> 1.5 feet
7. DESIGNED BY : �[�.y,-7.. APPROVED BY: s„ /t iv /07e.,
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

7. DESIGNED BY: , •
DATE:
APPROVED BY: -X
DATE: F,3 0/96
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COM NTS:
00.7-l1 CARor%
9
•
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• 4`•
i; SEAL
16415
ko
`�oF0ORYS�;o�s
.b
ENGINEER'S NOTES: Engineering approval is for minimum design standards and is based on pre -
construction site and soils investigations by Brown's of Carolina Technical Specialist. Engineer shall be
notified of any changes and/or site discrepancies found during construction before proceeding. Brown's of
Carolina is responsible for site layout, and shall verify all required setbacks and absence of subsurface tile
drains. Owner and/or Brown's of Carolina personnel is responsible for contacting engineer for construction
inspections as deemed necessary, and for arranging final inspection of lagoon. Final inspection must be
performed by the engineer or by a certified technical specialist. Brown's of Carolina technical specialist is
responsible for excavation and fill calculations and for nutrient management plan.
OTHER SITE -SPECIFIC NOTES: D:54-4--.-trc 7L0 r, orb} L -ar,.
%Pt.r? lose a{ a N,.: t. r«.44-041,s f: e.a. r a., J o WK.s-r s a./l lr e
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ka_ fr_/ Li-w�( :c.rl-y �EL s-fr- o r-e C GE-ct- hq

LAGOON MARKER
FREEBOARD
11'‘
MAXIMUM LIC.;,
)' . -
:
4- 25YR/24HR STORM
6-
L._ I__ V
6 PSI TH
. . • _
Y MINIMUM
CPERMANENT

OPERATION AND MAINTENANCE PLAN
SHEET 1 OF 2
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 47.8 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 45.8 . This temporary
storage, less 25 yr- 24 hr storm, contains 82499 cubic feet or
617090 gallons.

4. The recommended maximum amountSHEET 2 OF 2
one (1) inch and the recommended to apply per irrigation is
uch per hour.chmaximum application rate
Refer to the waste utilizationis p,3
5. Keep vegetation on the a plan for further details.
lagoon mowed vegetation
annually.embankment and areas adjacent to the
to maintain a vigorous standtation should be
fertilized as needed
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
o• All surface runoff is to be diverted from the la
outlets.
lagoon to stable
8. Keep a minimum of
25 utilization fields feet of grass vegetated buffer around
waste aili ad in openadjacent to perennial streams,
not
ide ap or withinditches. Do not pump within 200 feette will
mannerreside not to within
100othfeet
of a well. Waste shall be applied
eofd a
property and public right-of-waySZied in a
9 • The Clean Water Act of
pollutants into waters of the7Unii7 ted1Statebits She
Environment,discharge of
Health, and Natural Re The on of Environ-
mental of
mental Management, has the sources Division°n of Enisrlaw
Y 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 downstreair, 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:
A11 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.