310193_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.
Applicadon must be signed and dated by the Permittee.
1. Farm Number: 31-0193 Certificate Of Coverage Number: AWS310193
2. Facility Name: Davis Bland Farm
3. Landowner's Name (same as on the Waste Management Plan): Janice Bland
4. Landowner's Mailing Address: 1371 S Hwy 50
City: Maattolia State: NC Zip: 28453
Telephone Number: 910-296-0573 Ext. E-mail:
5. Facility's Physical Address:
City: State: Zip:
6. County where Facility is located: Duplin
7. Farm Manager's Name (if different from Landowner): Keith W Bland
8. Farm Manager's telephone number (include area code): 910-289-2001 Ext.
9. Integrator's Name (if there is not an Integrator, write "None"): Murphv-Brown LLC
10. Operator Name (OIC): Christopher A. Turner Phone No.: 910-298-1124
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine - Wean to Feeder 3,520
Operation Tvnes:
OIC #: 26079
Swine Cattle Dry Poultry Other Tvnes
Wean to Finish Dairy Calf Non Laying Chickens Horses - Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses - Other
Farrow to Finish Milk Cow Pullets Sheep - Sheep
Feeder to Finish Dry Cow Turkeys Sheep - Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers
1

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
//6/ il`W
CLa7
/ 8S/�io
62 700
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.
S. 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 shouldldbe by a principal exe al
o icer of the corporation):
Name: -1(-( f'� ICe, g ' (�( t' Title: bwne,
Signa S e- U 2XQ./v'2 Date: 2 t 09
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

Version —November 26, 2018
Mortality Management Methods
indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
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 opinionof 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-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4,
3121 I
Signature of Farm Owner/Manager Date
Signature ofTechnical Specialist Date

ANIMAL WASTE UTILIZATION PLAN
Producer: Davis Bland
Location: 1371 S NC 50 Hwy
Magnolia NC 28453
Telephone:
Type Operation:
Number of Animals:
(Design Capacity)
STORAGE STRUCTURE:
APPLICATION METHOD:
910-296-0573
Existing Wean to Feeder_Swine
*‘1
• r l
3520.00 pigs
Anaerobic Waste Treatment Lagoon
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 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. 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 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,
3520 pigs x .40 tons waste/pigs/year = 1408 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
3520 pigs x .48 lbs PAN/pigs/year = 1689.6 lbs. PAN/year
etc.)
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
FIELD
SOIL TYPE & CLASS-
DETERMINING PHASE
CROP
CODE
APPLY
METH
YIELD
LBS
AW N
PER AC
COMM N
PER
AC
or
RESID.
N
**
ACRES
* LBS
AW N
USED
APPLIC
TIME
72008
1
BNB
BH
I
4.5
225
0
6.5
1462.5
APR-SEP
72008
END
ISG
I
1 150
6.5 1325
SEP-NOV
.
7
TOTALI1787.5
- Indicates that this field is being overseeded (i.e. interplanted)
or winter annuals follow summer annuals.
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirements. In the future, regulations may
require farmers in some parts of North Carolina to have a
nutrient management plan that addresses all nutrients. This plan
only addresses nitrogen.
Page: 3

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
CROP
CODE
APPLY
METH
YIELD
LBS
AW N
PER AC
COMM N
PER
AC
or
RESID.
N
**
ACRES
* LBS
AW N
USED
APPLIC
TIME
END
TOTAL10
Indicates that this field is being overseeded (i.e. interplanted) or
winter annuals follow summer annuals.
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 plants are grazed to
inches. In fields where small grain, etc,
for hay or silage, care should be exercised not to let small
grain to reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too
high and this will definitely interfere with 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.
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.
etc, interseeded
through grazing,
should be grazed
inches. Cattle
a height of four
is to be removed
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
CROP
UNITS
PER UNIT
BH
SG
HYBRID BERMUDAGRASS-HAY
SMALL GRAIN OVERSEEDED
TONS
AC
50
50
***
TABLE 1
TABLE 2
TOTAL
**
TOTALS FROM TABLES 1 AND 2
WETTABLE
ACRES
LBS AW N USED
6.5
1787.5
0
0
6.5
1787.5
*
BALANCE
-97.9
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 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 267.52 pounds of plant available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will have approximately 1337.6
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 4.45866666667 acres of land. If you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 10.7008 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 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,
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 Tables 1 and 2. Failure to apply the recommended rates and
Page: 6

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
Field
Soil Type
Crop
Application Rate
(in/hr)
Applic. Amount
(inches)
72008
1
BNB
BH
.75
*1.0
72008
-1
SG
.5
*1
* 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.
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
Page: 7

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 injecting the waste or disking after
waste application. Waste should not be applied when there is
danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to
flooding, it will be soil incorporated on conventionally tilled
cropland. When applied to conservation tilled crops or
grassland, the waste may be broadcast provided the application
does not occur during a season prone to flooding. (See "Weather
and Climate in North Carolina" for guidance.)
7. Liquid waste shall be applied at rates not to exceed the soil
infiltration rate 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: 8

WASTE UTILIZATION PLAN
rgN
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: 9

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" 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 applications of
animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and
bottom elevations of the temporary storage (pumping volume) of
all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will
be required to mark the maximum storage volume for waste
storage ponds.
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: 10

ANIMAL WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:Davis Bland Farm
Owner/Manager Agreemen t
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 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: Davis Bland
(Please print)
Signature:
C Lr Date: 7 91
Name of Manager (I f different from owner) :
Signature: Date:
Name of Person Preparing Plan: (Please print)BOYCE W. BOYETTE
Affiliation:DUPLIN SOIL AND WATER CONSERVATOIN DISTRICT
Phone No. 910-296-2120
Address (Agency) : PO BOX 277
KENANSVILLE NC 28349
Signature:
Date : J �'' -- 9 J
Page: 11

IRRIGATION SYSTEM DESIGN PARMATERS
AND
COMPUTATIONAL WORKSFiEET SUMMARY
Landowner / Operator Name: Davis Bland Jr,
Address: 1371 S. NC 50 HWY
Magnolia, NC 28453
Telephone: (910) 296 - 0573
Reel Info.: Kifco Ag Rain 25 SN 310285
Gun Info: Nelson 100 Big Gun w/ Tapor Bore Ring
Pump Info: Berkeley B3JOBM/John Deere 4039DF001
County: Duplin
Date: 1 1 /22/05
Facility #: 31 - 193
TABLE 1
Tract
Number
- Field Specifications
Hydrant
or
Field(1)
Number
Start -end
wetted
area
(acres)
Middle
wetted
area
(acres)
Stop -end
wetted
area
(acres)
Approximate
Maximun
Useable Size
of field(2)
(acres)
Table
Column
Length
of
pulls
(feet)
Width
of
pulls
(feet)
Soil Type
Slope
(%)
Crop(s)
Maximun
Application
Rate(3)
(in/hr)
Maximun
Application
Per Irr.
Cycle(3)
(Inches)
72008
1
_ 0.48
0,93
0-39
1.80
EE60
B-G
202
150
BNB
0-5
BERMUDA / SMALL GRAIN
0.5
1
72008
2a
0.48
0.33
0.195
1.01
EE60
B-G
71
150
BNB
0-5
BERMUDA / SMALL GRAIN
0.5
1
72008
2b
0.00
0.42
0.195
0.62
EE60
B-G
183
75
BNB
0-5
BERMUDA / SMALL GRAIN
0.5
1
72008
3a
0.46
0.92
0.19
1.57
E90+
B-G
179
225
BNB
0-5
BERMUDA / SMALL GRAIN
0.5
1
72008
3b
0.00
0.44
0-19
0.63
E90+
B-G
171
112.5
BNB
0-5
BERMUDA / SMALL GRAIN
0 5
1
I
(1) See attached map.
(2) Total field acreage minus required buffer areas.
(3) Refer to NC Irrigation guide, Field Office Technical Guide, Section 116. Annual application must not exceed the agronomic rates for the soil and crop used.
Wettable Acre Computational Worksheet Completed by:
Date:

- - start-up & operation - -
25A PERFORMANCE GUIDE
25A X 850' WATER -REEL PERFORMANCE
INCHES DEPTH OF APPLICATION
NELSON
SPRINKLER
SYSTM
'IRRIGATED
TRAVEL SPEED - FEET PER HOUR
SR100
PERFORMANCE
INLET
AREA
-
-
A NOZ
PSI
' GPM
OM
PSI
WIDTH X LNGTH
35
50
75
100
125
150
175
.712" .
50
74
220
74
154 X 897
1.0
0.8 .
0.5
0.4
0.3
0.3
0.2
Ring
or .6"
60
7D
81
88
235
245
86
99
165 X 902 ,
172 X 906
1.0
1.1
0.8 '
0.9
0.6
0.8
0.4
0.4
0.3
0.3
0.3
0.3
0.2
0.2
Taper
80
94
255
111
179 X 909
1.1
0.9
0.6
0.4
0.4
0.3
0.2
,
.768"
50
88
225
79
158 X 899
1.2
0.9
0.6
0.5
0.4
0.3
0.2
Ring
60
96
240
92
168 X , 904
1.2
1.0
0.6
0.5
0.4
0.3
0.2
or .65"
70
104
250
106
• 175 X 608
1.3
1.0
0.7
0.5
0.4
0.3
0.2
Taper
80
111
265
119
186 X 913
1.3
1.0
0.7
0.5
0.4
0.3
0.2
.812-
50
100
230
84
161 X 901
1.3
1.0
0.7
0.5
0.4
0.3
0.2
Ring
60
110
245
99
172 X 906
1.4
1.1
0.7
0.5
0.4
0.4
0.2
or .7"
70
118
260
112
182 X 911
1.4
1.1
0.7
0.5
0.4
0.4
0.2
Taper
80
127
275
127
193 X 916
1.4
1.1
0.7
0.6
0.4
0.4
0.2
.857"
50
115
240
91
168 X 904
1.4
1.2
0.8
0.6
0.5
0.4
0.3
Ring
60
125
260
106
1112 X 911
1.4
1.2
0.8
0.6
0.5
0.4
0.3
or .75"
70
135
275
122
193 X 916
1.5
1.2
0.1
0.6
0.5
0.4
0.3
Taper
80
145
285
138
200 X 920
1.5
1.2
0.8
0.6
0.5
0.4
0.3
A
On
.895"
50
129
250
98
175 X 908
1.6
1.2
0.8
0.6
0.5
0.4
0.3
Ring
60
141
270
115
189 X 915
1.6
1.3
0.8
0.6
0.5
0.4
0.3
or .8"
70
152
290
132
203 X 922
1.5
1.3
0.8
0.6
0.5
0.4
0.3
Taper
80
163
300
149
210 X 925
1.6
1.3
0.9
0.7
0.5
0.4
0.3
.927"
50
150
255
111
179 X 909
1.8
1.4
0.9
0.7
0.6
0.5
0.3
Ring
60
164
275
130
193 X 916
1.8
1.4
1.0
0.7
0.6
0.5
0.3
or .85"
70
177
295
149
207 X 923
1.8
1.4
1.0
0.7
0.6
0.5
0.3
Taper
-'
HOURS FOR 850 FEET OF TRAVEL:24.3
17.0
11.3
8.5
8.8
5.7
4.9
System inlet pressure shown above is for Turbine Drives. Engine Drives will be appro=10 P81 lower.
• ken covered asaY vary ispo.dlog ea wind conditions, field dimseslaes and so of sepeclfied aprleid ts.
The average area covered pot rue Is 3.8 sass.
The 'System lalet Pressure' Is the pressers required at the traveler inlet. It includes allowances for the traveler plumbing and
drive. PE tube and sprinkler pressure. Turbine drives will require additional pressure at higher speeds. I1 does Rot Include any
pressure allowance: for !laid elevation or mainline pressure loss.
Use the small gearbox pulley at ground speeds above 75 feet per hoer.
NOTE: Specifications are subject to change without notice.
594.0403.6
20

°1°1‘/
� aiilA.lei/
�fal S.'�a�
Sic644-e_nc,9 w = 0.41 EE(od (:.)
r\kicici/te= aoa ado% + 1 ge2j/ztso = a,ct3„.
5 oMrQ ra a O.3nl -c.L ke EECoOCG)
Pok10,
Si<0A-evki, Wee& d, (a)
;oOcae. 0.3(� a = 7, (,-56/2 ''/ 5-4 z)47' 0 d. 3 3a c .
G.rre c' -c.a., 394 = 6. /95 4-c, �77•,(/e E %c 7 ()
ze-- /4, / 06eac,
ab
gri-eLC-, c/ .o.re O. 00 a-c- ,
Zdid'a Qfga- _ /��' ��,SDA /50/2 )/9'Z G = OdYa - O, vaac.
_540 &#icfai-eet d, 30 7. a /95a. c Af: (1)
G; Alfc.
3a
-lwemiG/reet = 6-44 �Of CBS
A'claocor-ot-_ /79 ��0 9kasd)0A-66
grtoo, eni o:/94,xe, Ew(4)
/57ac.
----- areot 0, oo/. o,o,
/14 Zekraa,i-eat I 7 ((G, ,5.6)14.5*(9 a w,
�oP 9_6;( 0.
(AveCA 63aC,
?G�
f'0`0

1

WETTABLE ACRE MAP

IRRIGATION SYSTEM DESIGN PARMATERS
and
COMPUTATIONAL WORKSHEET SUMMARY
Landowner / Operator Name Davis Bland Jr.
Adress 1371 South Hwy 50
Magnolia, NC 28453
Telephone [phone]
TABLE 1 - Field Specifications
COUNTY Duplin
DATE 12/7/00
FACILITY NUMBER 31-193
Tract
Number
Hydrant
or
field (1)
Number
acres
start end
wetted
area
acres
middle
wetted
area
acres
stop end
wetted
area
Approximate
Maximun
Useable Size
of field (2)
(acres)
Table
column
Length
of
pulls
in feet
Width
of
pulls
in feet
Soil Type
Slope
(%)
Crop(s)
Maximun
Application
Rate (3)
(in/hr)
Maxiumn
Application
per Irrigation
cycle (3)
(inches)
72008
1
0.51
0.63
0.23
1.37
EE70
B-F
157
175
BNB
0-5
BERMUDA / SMALL GRAIN
0.5
1
72008
2
0.51
1.25
0.23
1.99
EE70
B-F
311
175
BNB
0-5
BERMUDA / SMALL GRAIN
0.5
1
72008
3
0.53
1.52
0.25
2.3
EE80
B-F
330
200
BNB
0-5
BERMUDA / SMALL GRAIN
0.5
1
1 see attached map.
2 Total field acreage minus required buffer areas.
3 Refer to N.C. Irrigation guide, Field Office Technical Guide, Section II G. Annual application must not exceed the agronomic rates for the soil and crop used.
Wettable Acre Computational Worksheet Completed by:
Billy W Houston
Date
12/7/00

)lin SWCD and the Mapping Companies
r.ssume No Legal Responsibility for the
Information Contained on 'This Map.
ro-rt'
. r?I•
VW 1
41
-AWE 4
r.

osiWN
Operator:DAVIS BLAND, JR. County: DUPLIN
Distance to nearest residence (other than owner):
1. STEADY STATE LIVE WEIGHT
0 sows
0 sows
0 head
0 sows
3520 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.
Date: 11/24/93
2000.0 feet
TOTAL STEADY STATE LIVE WEIGHT (SSLW)
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 105600 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW
Volume = 105600 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION 4 ub vvLum Peloa
Volume =
4. TOTAL DESIGN VOLUME
0.0 cubic feet
Inside top length 135.0 feet ; Inside top width
Top of dike at elevation 47.8 feet
Freeboard1.0 feet ; Side slopes 3.0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 46.8 feet
Bottom of lagoon elevation 36.8 feet
Seasonal high water table elevation 42.9 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 129.0 214.0 10.00
AREA OF TOP
LENGTH * WIDTH =
129.0 214.0
AREA OF BOTTOM
LENGTH * WIDTH =
69.0 154.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
99.0 184.0
0 lbs
0 lbs
0 lbs
= 0 lbs
105600 lbs
= 105600 lbs
220.0 feet
27606 (AREA OF TOP)
10626 (AREA OF BOTTOM)
72864 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMLJ
27606.0 72864.0 10626.0
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL =
* DEPTH/6
1.7
185160 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
135.0 220.0 29700.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 29700.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW
Volume = 105600 Lbs. SSLW * CF of Waste/Lb./Day *
Volume = 25851 cubic feet
Volume of wash water
0.00136
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 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
Volume = 7.0 in * DA / 12 inches per foot
Volume = 17325.0 cubic feet
7.0 inches

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 18562.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
5B.
5C.
5D.
TOTAL
25851 cubic feet zki Vitt
0 cubic feet
17325 cubic feet
18563 cubic feet
61738 cubic feet
6. SUMMARY
Total required volume
Total design volume avail.
167338 cubic feet
185160 cubic feet
Min. req. treatment volume plus sludge accumulation 105600 cubic fe
At elev. 44.2 feet ; Volume is 121031 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 166598 cubic feet
At elev. 46.0 feet ; Volume is 165029 cubic feet (start pumping)
Seasonal high water table elevation 42.9 feet
7. DESIGNED BY: APPROVED BY:»IE.
cA,hi
DATE: 11 •a.�`Stj DATE:6if., ..;47,p1
I2 ! Dili
l
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
SCS DOES NOT CERTIFY
THAT EXCAVATION AND
FILL 'VOLUMES ARE
CORRECT

DMF,N►ew\tNT BLba,
rigi.50D Flook etev,
�t PAD tI>_V,
CQoSs se -Tt0L 91E DP JA DN nstl GSAG-ODtI
1 T Re-c N •A RG AE5IG-t
Q o 7T o on o S u w•
477
8?IPE
1NVettt op DullI
support,
-toT A L DE51 Gt4
sTpR�AGS �L+V,
Aoo,%lv
5
•NvEkr ofi ovT\ t ly=ie
/fG,,01
To OP DIKE
A'7-11/
5,s, 3, D 1
wPet-1 Af21rA� OF' vN�vIT�. �- !v'IG�T C�IAL.
Alga e.NGvvNT` -4-19 1 LJ e
•�)eAaVaTI t2 A tU1«1. 4' 'r•
a.t,t72 ij KFIL.Lti.:.42 Kki0
w'rH d Pfwt/di

Orientation: -45.0
49.08
48. 00
47.00
46. 00
45.00
44.00
43.08
42.00
Lower Left
Z Magnification: 20.4
3D Mesh Surface
Existing
Project:
Drawing:
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
DAVIS BLAND, JR.
3520 NURSERY
Prepared bg: using Sitework
Inclination: 20.0
3D Mesh Surface

Orientation: -48.0
48.00
48.00
44.00
42.00
40.00
38.00
36.00
Lower Left
Z Magnification: 10.9
3D Mesh Surface
Balanced
Project:
Drawing:
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
DAVIS BLAND, JR.
3520 NURSERY
Prepared by: using Sitework
Inclination: 20.0
3D Mesh Surface

NE 45. 80 NE 47. 90
i*( 46.00
` 4. 90
45.60
NE 45.80
`444040
Daylight er
X48.10
OE46.80 )1E46.90
NE46.80
4E 46. 60
W45.70 31E45.5
Plot of all data for the surface:
Existing
Project:
Drawing:
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
DAVIS BLAND, JR.
3520 NURSERY
Prepared by: using Sitework
48.00
46.90
46.90
44.00

Daylight _ i er
47.26
46.16
746T.fl16
7.87
7.46
43.26
Plot of the sloping lines for the surface:
Balanced
Project:
Drawing:
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
DAVIS BLAND, JR.
3520 NURSERY
Prepared by: using Sitewori

j. (JyJ`)
ost'
"4776
Daylight erireter
Plot of the contour data for the surface:
Balanced
Project:
Drawing:
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
DAVIS BLAND, JR.
3620 NURSERY
Prepared by: using Sitework
7.76

:78
44.16
444Z' Tb
36.76
4 3486O7
47.46
Daylight �ni,ter
47.26
47.87
47.46
43.26
DAVIS BLAND, 'R.: 3528 NURSERY: Balanced
24 NOV 93 4:52 PM

6 1- a, rb.
Plot of the sloping lines for the surface:
Balanced
Project:
Drawing:
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
DAVIS BLAND, JR.
3520 NURSERY
Prepared bg: using Sitework
47.70
-1_£537T

'47'. 76
-36v76
L
44.16
44t7r070
4
40'
3-456-8-7
YAO
•
Daylight ghineer
•
Plot of all data for the surface:
Balanced
Project:
Drawing:
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
DAVIS BLAND, JR.
3520 NURSERY
Prepared by: using Sitework r
47.26
•74QJ016
7.67
7.46
43.26

SCS- EN G-538
Rev. 5-70
U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETWINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME v QJ1l�t� �' DISTRICT
DATE / ,•-- — - 2— —, •- COUNTY --1-
S. C. S. PHOTO SKEET NO. " - • WORK UNIT
WATERSHED AREA MEASUREMENTS
CROPLAND ACRF.S PASTURE ACRES
WOODLAND ACRES TOTAL ACRES
POND CLASS
WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED'POND SHOWING WHERE
BORINGS WERE
MADE (Approx. scale 1tt z__ feet)
Locale reference polat :m center line of dam and Identify on sketch.
1
\
•
`apt
\
I
Z1
—
•
•
I
•
•
i
-
•
. ,
i \
1
r
I
/
Ti
111
SHOW
DEPTH
SCALE
Make
.'
BORING NUMBER AND PROFILE /
and list darn -site and spillway borings first- then ponded area and borrow pit borings - separate with vertical rod line.
ntinved on • • • ere necessary) Show water table elevations on dam -site borings.
-
1
2
3
l:'
-
5
61
--
7
8
9 ,10
-
11,12
-
-
15
16
17
18
19
20
21
22.
23
D- /
;fir
S,Mi
j
+13I14
c-
�i
-
..
..
G '5
•
1.
-'
'v'
I
9-/' j ti
5/1
1
_
BORINGS MADE BY �`--, `1 • i'' r' -'' ' SIGNATURE & TITLE - • 1
.•'1 .'

•
•
.1
4
47. 7 4-7.-71
tt
sa-
d
•
11/1
1//1
h

EMERGENCY ACTION PLAN
PHONF. NI JMRFR S
DWQ 9/0 - 39q- 3goo
EMERGENCY MANAGEMENT SYSTEM 9i 0 - of 96 - A/ b o
SWCD 9/0- 02q6 -a/ao
NRCS 9io-aid - A/a/
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for all
employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators -action include:
1 December 18, 1996

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 separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowi;
a. Dig a small sump or ditch away from the embankment to catch all seepage, put
in a submersible pump, and pump back to the lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon bottom
as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Ate potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality) regional office;
Phone - - . After hours, emergency number. 919-733-3942. Your phone call
should include: your name, facility, telephone number, the details of the incident from item
2 above, the exact location of the facility, the location or direction of movement of the spill,
weather and wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS phone number
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number - - , local SWCD office phone number , and
local NRCS office for advice/technical assistance phone number -
4. If none of the above works call 911 or the Sheriffs Department and explain your problem
to them and ask that person to contact the proper agencies for you.
2 December 18, 1996

5. Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a. Contractors Name: Aoc: ``'-Y Se C •
b. Contractors Address: " (IC.- a)4 % 144 f+AdC Him
c. Contractors Phone: ZA'2.- 5%6 - 2- `F -
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.
a. Name:
b. Phone:
sery �.
tem, te-eMAC. ciy
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
3 December 18, 1996

OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) with
min. odor control. The time required for the planned fluid level to be
reached (permanent + temporary storage) may vary due to soil conditions
flushing operations, and the amount of fresh water 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 at any time between thesetwo
elevations for operating convenienceas 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 pump -out of the lagoon when fluid level reaches eleva-
tion 46.0 as marked by permanent marker. Stop pump -out when
the fluid level reaches elevation 44.2 or before the fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria). The design temporary storage, less 25 year storm
is 43176 cubic feet or 322956 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 0.3
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. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well.
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.

:IFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
yes and brush shall be removed from the construction area
any excavating or fill is started. Stumps will be removed
the area of the foundation of the embankment and fill areas
. excavated areas. All stumps and roots exceeding one (1)
1 diameter shall be removed to a minimum depth of one (1)
Satisfactory disposition will be made of all debris. The
:ion area shall be loosened thoroughly before placement of
lent material. Lagoon site (and pad site if needed) to be
:d oftopsoil (3") and stockpiled for use on dike and pad
(2-3").
). The topsoiling quantity is in excess of amounts
ed on page one (1) .
Trench:
ff trench (when specified) shall be installed as shown in
ns.
ction:
ct 1 of excavated and earthfill areas shall be performed to
t lines and grades as planned. Deviations from this will
prior approval of the SCS. Earthfill shall be placed in
6" lifts and not placed in standing water. Compaction shall be
ed by the construction equipment or sheeps-foot roller during
nt. The embankment of the lagoon shall be installed using
e impervious materials. Construction of fill heights shall
ten (10) percent for settlement. To protect against seepage,
eas of unsuitable materAp l are encountered, they will need to
vated a minimum of bb foot below grade and backfilled and PE
ed witha SCS approved m?A
material (ie-CL,SC,CH). Refer to the
nation information in the plans for special considerations. soil ED.
i
ions should be taken during construction to prevent excessive KER
and sedimentation.
Lon:
)sed embankment and other bare constructed areas shall be
:o the planned type of vegetation as soon as possible after
:tion according to seeding specifications sheet.
8

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids
Gush system is designed and operated
sufficiently to remove accumulated
soilds from gutters as designed.
('emove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids
(intain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
309fs.of surface.
Excessive Vegetative Decaying vegetation
Growth
Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulations of feed residues
() Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes
and feed wastage
() Eliminate low area that trap moisture along fences
and other locations where waste accumulates and
and disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
AMIC—November 11, 1996

Dry Manure Handling Accumulations of animal wastes
Systems
() Remove spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
( ) Provide for adequate drainage around manure stockpiles.
() Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked () pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
(Landowner Signature)
n'N)
(Farm Name)
(Facility Number)
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
27695-7613.
AMIC—November 11, 1996

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Jrce
Cause
BMP's to Minimize Odor
Site Specific Practices
Farmstead
Swine production
F egetative or wooded buffers;
(..),Facommended best management
tices;
( ) Good judgment and common sense
Animal body surfaces
Dirty manure -covered animals
Crory floors
Floor surfaces
Wet manure -covered floors
to ed floors;
aterers located over slotted floors;
() Feeders at high end of solid floors;
U Scrape manure buildup from floors;
(derfloor ventilation for drying
Manure collection pits
Urine
Parital micorbial decomposition
( I<.Pfequent manure removal by flush,pit
r harge,or scrape
( rUnderfloor ventilation
Ventilation exhaust fans
Volatile gases;
Dust
(Jn aintenance;
( icient air movement
Indoor surfaces
Dust
(1-Washdown between groups of animals
() Feed additives;
( ) Feeder covers;
(1 Feed delivery downspout extenders to
feeder covers
h tanks
Agitation of recycled lagoon
liquid whiles tanks are filling
() Flush tank covers
() Extend fill lines to near bottom of
tanks with anti -siphon vents
Flush alleys
Pit recharge points
Agitation during wastewater
conveyanance
( tderfloor flush with underfloor
ventilation
Agitation of recycled lagoon
liquid while pits are filling
() Extend rechard lines to near bottom of
pits with anti -siphon vents
Lift stations
Agitation during sump tank filling
and drawdown
Outside drain collection Agitation during wastewater
or junction boxes
conveyance
End of drainpipes at lagoon Agitation during wastewater
Lagoon surfaces
() Sump tank covers
() Box covers
erixtend discharge point of pipes
underneath lagoon liquid level
Volatile gas emissions
Biological mixing
Agitation
Irrigation sprinkler nozzles High pressure agitation
Wind draft
',MOD --November 11, 1996
C-Tj er lagoon liquid capacity
Correct lagoon startup procedures
( imum surface area -to -volume ratio
( Minimum agitation when pumping
() Mechanical aeration
()Proven biological additives
Irrigate on dry days with little or no wind
irl
imum recommended operation pressure
Pump intake near lagoon liquid surface
() Pump from second -stage lagoon

Storage tank or basin
surface
Settling basin surface
Partial microbial decomposition
Mixing while filling
Agitation when emptying
() Bottom or midlevel loading
( ) Tank covers
() Basin surface mats of solids
() Proven biological additives or oxidants
Partial micobial decomposition () Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying () Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading
spreader outlets Volatile gas emissions
(#r5ilinjection of slurry/sludges
{')Wash residual manure from spreader after use
() Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying (���°it infection of slurry/sludges
or sludge on field surfaces (7frdil incorporation within 48 hours
er Spread in thin uniform layers for rapid drying
() Proven biological additives or oxidants
Dead animals
Carcass decomposition ('i)'roper disposition of carcasses
Dead animal disposal Carcass decomposition () Complete covering of carcasses in burial pits
pits () Proper location/construction of disposal pits
Incinerators
Incomplete combustion () Secondary stack burners
Standing water around
facilities
Improper drainage
Microbial decomposition of
organic matter
Grade and landscape such that water drains
away from facilities
Manure tracked onto public Poorly maintained access roads (' Farm access road maintenance
roads from farm access
Additional Information:
Available From:
Swine Manure Management; 0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge --Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Fluse--Lagoon Treatment; EBAE 129-88
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assuranc Program: NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107. 1995 Conference Proceedings
NCSU-County Extension Center
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-Swine Extension
NC Pork Produces Assoc
NCSU Agri Communications
Florida Cooperative Extension
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
(Landowner Signature)
AMOC--November 11, 1996

SEEDING RECOMMENDATIONS
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED:
120 LBS. FESCUE GRASS § 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
O LBS. 'PENSACOLA' BAHIA GRASS § 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 30
O LBS. HULLED BERMUDA GRASS § 8 LBS./AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
O LBS. RYE GRAIN § 30 LBS./ACRE (NURSERY FOR FESCUE)
80 LBS. RYE GRASS § 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200 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. Lagoon site (and pad site if needed) to be
stripped of topsoil (3") and stockpiled for use on dike and pad
slopes (2-3"). The topsoiling quantity is in excess of amounts
specified on page one (1) .
Cut-off Trench:
A cut-off trench (when specified) shall be installed as shown in
the plans.
Construction:
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 be placed in
max. of 6" lifts and not placed in standing water. Compaction shall be
performed by the construction equipment or sheeps-foot roller during
placement. The embankment of the lagoon shall beinstalled using
the more impervious materials. Construction of fill heights shall
include ten (10) percent for settlement. To protect against seepage,
when areas of unsuitable materi.l are encountered, they will need to
be excavated a minimum of : /.6, foot below grade and backfilled and
compacted with a SCS approved material (ie-CL,SC,CH). Refer to the soil
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 according to seeding specifications sheet.

4.' The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well.
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.

OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) with
min. odor control. The time required for the planned fluid level to be
reached (permanent + temporary storage) may vary due to soil conditions
flushing operations, and the amount of fresh water 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 at any time between thesetwo
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 pump -out of the lagoon when fluid level reaches eleva-
tion 46.0 as marked by permanent marker. Stop pump -out when
the fluid level reaches elevation 44.2 or before the fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria). The design temporary storage, less 25 year storm
is 43176 cubic feet or 322956 gallons. As stated before, this
volume will vary considerably from year to year.