820625_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.
l . Farm Number: 82-0625 Certificate Of Coverage Number:
2. Facility Name: Phillip Williams Farm
3. Landownees Name (same as on the Waste Management Plan): Phillip Williams
4. Landownees Mailing Address: 500 Bells Branch Rd
Citv: Newton Grove State: NC
Telephone Number: 910-594-1094 Ext. E-mail: pijwmsnembarkmail.com
5. Facility's Physical Address: 2926 Harnett -Dunn Hwy
City: Newton Grove State:
6. County where Facility is located: Sampson
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"):
10. Operator Name (OIC): Patrick B. Williams
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Feeder to Finish
Operation Tvnes•
Swine
Cattle
Wean to Finish
Dairy Calf
Wean to Feeder
Dairy Heifer
Farrow to Finish
Milk Cow
Feeder to Finish
Dry Cow
Farrow to Wean
Beef Stocker Calf
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Gilts
Other
Other
NC
Phillip Williams
910-594-1094 Ext.
Prestage Farms Inc
Phone No.: 910-5904672
Allowable Count
4,600
AWS820625
Zip: 28366-7583
Zip: 28366
OIC #: 19886
Dry Poultry
Other Types
Non Laying Chickens
Horses - Horses
Laying Chickens
Horses - Other
Pullets
Sheep - Sheep
Turkeys
Sheep - Other
Turkey Pullet
Wet Poultry
Non Laying Pullet
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)
6
C!d17Z
O 4y
r too
19.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWNIP) with this completed and signed application
as required by NC General Statutes 143-215.IOC(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 exampie: 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
It. 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: 2019PermitRentwal(a)ncdenr.gov

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 tiny 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: S Title: Oltiw y+
Signature: 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

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.
a
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 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).
a Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval 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.
nature of Farm Owner/Manager
Signature of�nicalSpecialist
Date
3-/'if-17
Date

Asp
WASTE UTILIZATION PLAN Page 1
DATE 03/14/00 REVISED 82-625
Producer: PHILLIP WILLIAMS
Address: 500 BELLS BRANCH ROAD
NEWTON GROVE, NC 28�66
1
Telephone: [phone]
Type Operation: FEEDER TO FINISH
Number of Animals: 4600
The waste from your animal facility must be land applied at a specified
rate to prevent pollution of surface 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 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. 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. Soil types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities, and available
er holding capacities. Normally waste shall not be applied to land
coding at greater than 5 tons per acre per year. With special pre-
cautions, waste may be applied to land eroding at up to 10 tons per
acre per year. 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. Wind conditions should also be considered to avoid drift
and downwind odor problems. 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 to bare ground
not more than 30 days prior to planting. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
This plan is based on waste application through irrigation for this
is the manner in which you have chosen to apply your waste. If you
choose to inject the waste in the future, .you need to revise this
plan. Nutrient levels for injecting waste and irrigating waste 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 require-
ments should be based on the waste analysis report from your waste
management facility. Attached you wilffind information on proper
sampling techniques, preparation, and transfer of waste samples to
the lab for analysis.
This waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 2H.0217 adopted by the Environmental
Management Commission.

WASTE UTILIZATION PLAN Page 2
AMOUNT OF WASTE PRODUCED PER YEAR (GALLONS, FT3, TONS, ETC.)
4600 hogs x 1.9 tons waste/hogs/year = 8740 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
4600 hogs x 2.3 PAN/hogs/year = 10580 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.
TABLE 1: ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM **
" LBS
DETERMINING PHASE
CODE
AW N
PER ACRES
AW
PER AC
AC
USED
APPLIC.
TIME
3437
1 GOA
BH
6.5
325
6.124
1990.3
3437 —1
GOA
SG
1
100
6.124
612.4
3437
2 RAA
BH
5.1
255
0.644
164.22
3437 --2
RAA
SG
1
100
0.644
64.4
3437 4-5
FOA
BP
5.1
255
17.782
4534.41
3437 �4-5
FOA
SG
1
100
17.782
1778.2
3437
5 FOA
FG
3
150
6.21
931.5
V
0
0
0
Total 10075.43
Indicates that this field is being over seeded (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. Beginning in 1996 the Coastal Zone
Management Act will require farmers in some eastern counties of NC to
have a nutrient management plan that addresses all nutrients. This
plan only addresses Nitrogen.

WASTE UTILIZATION PLAN Page 3
TABLE 2: ACRES TO BE WET WITH HONEYWAGON (SPECS INCLUDED)
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate
land. See required specifications 2.)
TRACT FIELD SOIL TYPE & CLASS-
CROP
YIELD LBS
COMM ** * LBS
DETERMINING PHASE
CODE
AW N
PER ACRES AW
PER AC
AC USED
3437 4-5 TO —A—
BP
5.1 255
1.5 382.5
3437 --4-5 FOA
SG
1 100
1.5 150
0
0
0
0
0
Total 532.5
Indicates that this field is being over seeded (i.e. interplanted)
or winter annuals follow summer annuals.
** Acreage figures may exceed total acreage in fields due to
over seeding.
* 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
LBS N APPLY
UNITS PER UNIT MONTH
BH
HYBRID BERMUDA GRASS -HAY
TONS
50
MAR-OCT
C
CORN
BUSHELS
1.25
MAR-JUNE
SG
SMALL GRAIN OVER SEED
AC
50
SEPT-APR
SA
SUMMER ANNUALS
AC
110
APR -MAY
WA
WINTER ANNUALS
AC
100
SEPT-APR
BC
HYBRID BERMUDA GRASS -CON GRAZED
TONS
50
APR-SEPT
BP
HYBRID BERMUDA GRASS -PASTURE
TONS
50
MAR-OCT
FC
TALL FESCUE -CON GRAZED
TONS
50
SEPT-APR
FH
TALL FESCUE -HAY
TONS
50
SEPT-APR
FP
TALL FESCUE -PASTURE
TONS
50
SEPT-APR
SB
SOY BEANS
BUSHELS
4
JUN-SEPT
DSB
DOUBLE CROP SOY BEANS
BUSHELS
4
JUN-SEPT
CO
COTTON
TONS
0.1
MAY-JUN
W
WHEAT
BUSHELS
2
OCT-MAR
*SEE NCSU MEMO*
*SEE NCSU MEMO*

WASTE UTILIZATION PLAN
Page 4
TOTALS FROM TABLES 1 AND 2
ACRES LBS AW N USED
TABLE 1 30.76 10075.43
TABLE 2 1.5 532.5
TOTAL 32.26 10607.93
AMOUNT OF N PRODUCED 10580
*** BALANCE -27.93
*** 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.
NOTE: 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 roduct
ion
facility will produce approximately p o� pounds of plant
available nitrogen (PAN) per year in the sludge that will need to be
emoved on a periodic basis. This figure is PAN when broadcasting
.he sludge equipment, may be needed when you remove this sludge.
See attached map showing the fields to be used for the utilization of
waste water.
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.
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 waste being stored in
your structure be within 1. 7 feet of the top of the dike.

WASTE UTILIZATION PLAN Page 5
If surface irrigation is the method of land application for this plan, it
it is the responsibility of the producer and irrigation di signer to
insure that an irrigation system is installed to properly irrigate 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 Agriment Services representative for assistance in determining
the amount of waste per acre and the proper application rate
prior to beginning the application of your waste.
NARRATIVE OF OPERATION: SEE ATTACHMENT

WASTE UTILIZATION PLAN
Plans and 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. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division
of Water Quality for every day the discharge continues.
2. The Local NRCS office must have documentation in the design folder that
the producer either owns or has long term access to adequate land
to properly dispose of waste. If the producer does not own adequate
land to properly dispose of waste, he shall provide NRCS with a copy
of a written agreement with a landowner who is within a reasonable
proximity, allowing him/her the use of the land for waste application
for the life expectancy of the production facility. It is the
responsibility of the owner of the facility to secure an updated Waste
Utilization Plan when there is a change in the operation, increase in
the number of animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen
needs for realistic crop yields based on soil type, available moisture,
historical data, climate conditions, and level of management, unless
there are regulations that restrict the rate of application for other
nutrients.
4. Animal waste may be applied to land that has a Resource Management
System (RMS) or an Alternative Conservation System (ACS). If an ACS
is used the soil loss shall be no greater than 10 tons per acre per
year and appropriate filter strips will be used where runoff leaves
the field. These fitter strips will be in addition to "Buffers"
required by DEM. (See FOTG Standard 393-Filter Strips and Standard
390 Interim Riparian Forest Buffers).
5. Odors can be reduced by injecting the waste or disking after waste
application. Waste should not be applied when the wind is blowing.
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" in
the NRCS Technical Reference - Environment file for guidance.
7. Liquid waste shall be applied at rates not to exceed the soil infil-
tration rate such that runoff does not occur off -site or to surface
waters and in a method which does not cause drift from the site during
application. No ponding should occur in order to control conditions
conducive to odor or flies and to provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during rainfall
event, 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 6

Page 7
10. Waste nutrients shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste
nutrient loading rates on these soils should be held to a minimum
and a suitable winter cover crop planted to take up released
nutrients. Waste shall not be applied more than 30 days prior to
planting of a crop on bare soil.
11. Animal waste shall not be applied closer than 25 feet to surface
water. This distance may be reduced for waters that are not perennial
provided adequate vegetative filter strips are present. (See standard
393 - Filter Strips)
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, drainage ways,
or wetlands by discharge or by over -spraying. Animal waste may be
applied to prior converted wetlands provided they have been
approved as a land application site by a "technical specialist'.
Animal waste should not be applied on grassed waterways that discharge
into water courses, except when applied at agronomic rates and the
application causes no runoff or drift from the site.
16. Domestic and industrial waste from wash down facilities, showers,
toilets, sinks, etc., shall not be discharged into the animal waste
management system.
17. Lagoons and other uncovered waste containment structures must maintain
a maximum operating level to provide adequate storage for a 25-year,
24-hour storm event in addition to one (1) foot mandatory freeboard.
18. A protective cover of appropriate vegetation will be established on
all disturbed areas (lagoon embankments, berms, pipe runs, etc.).
If needed, special vegetation shall be provided for these areas and
and shall be fenced, as necessary to protect the vegetation.
Vegetation such as trees, shrubs, and other woody species, etc. are
limited to areas where considered appropriate. Lagoon areas should be
kept mowed and accessible. Lagoon berms and structures should be
inspected regularly for evidence of erosion, leakage or discharge.
19. 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.
20. 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.

WASTE UTILIZATION PLAN
Page 8
21. Animal waste can be used in a rotation that includes vegetables and
other crops for direct human consumption. However, if animal waste
is used on crops for direct human consumption it should only be applied
pre plant with no further applications of animal waste during the crop
season.
22. 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.
23. Waste shall be tested within sixty 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
and waste analysis records shall be kept for five years. Poultry dry
waste application records shall be maintained for three years. Waste
application records for all other waste shall be maintained for five
years.
24. Dead animals will be disposed of in a manner that meets North
Carolina State regulations or other States' regulations.

WASTE UTILIZ&TION PLAN d
NAME OF FARM: ' '�° P'~
90*11
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 an 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 Water Quality (DWQ) before the new animals
are stocked. I (we) also understand that there 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 DWQ upon request.
I (we) understand that I must own or have access to equipment,
primarily irrigation equipment, to land apply the animal waste
described in this waste utilization plan. This equipment must be
available at the appropriate pumping time such that no discharge
occurs from the lagoon in a 25-year 1-day storm event. I also
certify that the waste will be applied on the land according to
this plan at the appropriate times and at rate that no runoff
occurs.
NAME OF FACILITY OWNER: PHILLIP WILLIAMS
SIGNATURE: , DATE:Jr
�I 0
NAME OF MANAGER (if different from owner):
SIGNATURE: DATE:
NAME OF TECHNICAL SPECIALIST: RONNIE G. KENNEDY JR.
AFFILIATION: Agriment Services Inc.
PO Box 1096
BeulavillrVC 2P51.8.
SIGNATURE: DATE: ly 6
Page 9

r
,. I ILIZ I'110N PL I N:
FACILITY NUMBER 82-625
FARM NAME: PHILLIP WILLAMS FARM
OWNER NAME: PHILLIP WILLL4MS
DESIGN CAPACITY: 4600 FEEDER TO FINISH
THIS PLAN IS A REVISION OF THE 7/8/94 PLAN COMPLETED BY WILSON SPENSER DC OF
THE NRCS/SAMPSON DISTRICT OFFICE. THE AGRONOMIC RATES OF THIS PLAN CAME
FROM THE ORIGINAL 7/8/94 PLAN. THIS PLAN DEPICTS THE WETTABLE ACRES ON THE
FARM AND DISPLAYS THE SAME IN THE CALCULATION TABLES.
THE APPLICATION WINDOWS FOR SMALL GRAIN ARE GENERAL PLEASE REFER TO NCSU
GUIDANCE MEMO WHEN APPLYING SMALL GRAIN.
THE SMALL SINNIGER SPRINKLERS HAVE NOT BEEN INSTALLED (SEE PRODUCER
CERTICATION FOR IRRIGATION EQUIPMENT ENCLOSED).
1.5 ACRES OF FIELD 4-5 WILL BE IRRIGATED WITH ALTERNATIVE EQUIPMENT. THIS WILL
BE A HONEYWAGON TANKER OWNED BY TDM FARMS, INC. (SEE PRODUCER
CERTICATION FOR ALTERNATIVE IRRIGATION EQUIPMENT ENCLOSED)
NO WASTE SHOULD BE APPLIED TO A CROP THAT DOES NOT HAVE A REALISTIC YIELD
FOR THE USAGE OF IRRIGATED SWINE WASTE, EXCEPT FOR PREPLANT. ALL FIELDS
MUST MEET MONITORING AND REPORTING REQUIREMENTS WHEN USED. MR WILLIAMS
PLANS TO APPLY SWINE WASTE IN ACCORDANCE WITH HIS SPECIFIC WASTE ANALYSIS
NOT TO EXCEED THE HYDRAULIC LOADING OF THE SOILS.
3/14/00
RONNIE G. KENNEDY JR.
TECHNICAL SPECIALIST
3/14/00 100"�
PHILLIP WILLIAMS
OWNER/OPERATOR

north carokw Stale Vrivmty is a land- Department of Crop Science
VW wworsty and a corotauem namm
of The Urramly d North Carona
Couege of Agriculture and Us Scow,
Campus Box 7620
Raleigh. NC 27696.7620
919.615.2647
919.515.7969 (fax)
Memorandum
TO: North Carolina Certified T nical Spada ists
FROM: Dr. Jim Green, Chairman
NC State University Forage reduction Workgroup
DATE: June 29, 1998
SUBJECT: Crop Management Practices for Select Forages
.Used in Waste Management
The following is a four -page summary of suggestions for management practices for some
forage crops that can be used in waste management plans. These suggestions are a result of
discussions within the NC State University Forage Production Workgroup, a group comprised
of NC State faculty and NRCS agency personnel with expertise with the crops.
There are limited documented research responses of some of these practices on the many soils
and environments where these crops are currently being grown. The Forage Production
Workgroup has taken the available data and used the combined experiences and realistic
estimates of key people to come up with suggestions that will allow farmers to incorporate
these crops and practices into waste management plains. As data become available to
substantiate or refute these suggestions, the Forage production Workgroup will make
appropriate changes.
Bermuda Oyerseeded With Cereal Rye and Annual Ryegrass
Currently two types of "ryegrass" are being used for winter overseeding in fields used for
animal waste management. Cer is a winter annual smallgrain that looks similar to
wheat, barley and oats. Annual ryes is a winter annual grass that looks much like tall
fescue. Both of these grasses, when growing during the winter on bermuda sod, can have
significant impact on subsequent bermuda yields. In effect, the total yields from an acre
growing the combination of bermuda with these winter annuals will usually yield between 1-2
tons more per acre than bermuda growing alone for the year. Therefore, the total amount of
PAN /acre for the year is about 100 lbs more than for bermuda alone. Although cereal rye and
annual ryegrass are suitable crops for overseeding, the management of the crops are different
and thus practices implemented are dependent on the crop selected.

Not Cardta Stale Urwersty is a sr* D"rtrmnt of Crop Sder
Went r $try rW a =VtILWV MULL on
of The U w ry or Nord, Carolina
College of Agrru8ura and Ufa Sci raft
Campus Box 7620
Raleigh, NC 27695.7820
919,6152847
919.515.7959 (fax)
Cereal Rye
The cereal rye should be planted by October 15 to provide the best opportunity to get winter
growth The most consistent stands are obtained from drilling rye into short (less than 3
inches tall) bermudagrass sod. If drilling is not possible, the seeds may be broadcast on short
bermuda sod followed by a light cultivation with a disc or tillage implement. The seeding rate
for broadcast planting of seeds should be 1.5 times the rate for drilled seeds. The last
application of animal waste is to be applied to the bermuda prior to August 31. An
application of 50 lbs/acre of Plant Available N (PAN) may be applied between September 15
and October 30, An additional 50 lbs/acre of PAN may be applied in February -March. If rye
growth is harvested on time and does not significantly shade the bermuda, PAN rates for the
subsequent bermuda crop are based on realistic yields of bermuda. A harvest is required prior
to heading or April 7, which ever comes fast. This is necessary to minimize the potential for
shading bermuda and reducing its yields. The PAN rate for grazed systems with Bermuda
overseeded with cereal rye must be reduced in accordance with NRCS Technical
Standard #590.
Annual Ryegrass
Annual ryegrass should be planted by October 15 to provide the best opportunity to get winter
growth. The most consistent stands are obtained from drilling ryegrass into short (less than 3
inches tall) bermudagrass sod. If drilling is not possible, the seeds may be broadcast on short
bermuda sod followed by a light cultivation with a disc or tillage implement. The seeding rate
for broadcast planting of seeds should be 1.5 times the rate for drilled seeds. The last
application of animal waste is to be applied to the bermuda prior to August 31. An
application of 50 lbs/acre of (PAN) may be applied between September 15 and October 30.
An additional 50 lbs/acre of PAN may be applied in February -March. if additional PAN is
applied to the ryegrass in April -May, the PAN rate for the bermuda must be reduced by a
corresponding amount. This is necessary because ryegrass growth during April, May will
reduce bermuda yields and shorten the time bermuda can fully utilize the N. A harvest is
required by heading or April 7, which ever comes fast to prevent shading of emerging
bermuda during April -May period. To favor the production of the bermuda, additional
harvests of ryegrass will be required when the ryegrass canopy reaches 12 to 15 inches height.
The PAN rate for grazed systems with bermuda overseeded with annual ryegrass must be
reduced in accordance with NRCS Technical Standard #590.

51-5
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MOin 37"
(Z## alqu.L) aloiea Ilnj jol.ialxa ua w3 :)V 895' � 8ucandS aug7 %SS
WC19 88 I! ' !CI •Sip% :un9 2R and 08 `Surm L• = dopaaS
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�' p0 14 ' 037NDON9' GM-3WHS
292S SEF CSc U

The acreage in this design was Organized and figured g ed as follows:
All part -circle calculations are on one labele
Settings .'. Acrea � e was fi figured page d Part -Circle dun
g g ed as a percentage of the exterior full circle
total (according to lane spacing) given in the wettable acreage'
book provided by NC:SU. guidelines
-Fields # l -2 calculations are on one page. Interior and Table Z i exterior full circle
sprinklers at 55% lane spacing (n guidelines book).
- Fields #4-5 calculations are on one page. Interior and lane spacing e •
sprinklers at +70% Table 6 exterior full circle
g i in guidelines book).
-All Benninger 5023 sprinklers (in all fields
spacing. ) on one page at So% and 70%
Plait Note: Markers shall be installed in fields with •
their reserved lacations if o h 5�23 sprinklers 1t
wish t portable P�Pe � used to irrigate. Mr. Willi
may o install underground pipe to these locations.
-All full circle sprinklers in fields #4-5 are 265' in diameter.
Sprinklers are 245' in diameter. All full All part -circle
in diameter.
circle sprinklers in field # 1 are 245'

021-O6-01 i16 : 59 22 *252 235 53612. EHANE-WARD ! BROCK_EQ , 19 001
The lowest maximum application amount (inches per irrigation P $ cycle) = 1.0
Amount of Nitrogen produced per year for application = 10 5801
bs.
1'h's inforatatiOn was provided by the waste utilkation plan.
"This plan effectively wets 28.43 acres (30.76 w/ small portable pipe is used.Sennin er
sprinklers not installed). Site markers shall be installed for $
sprinklers at their locations ifSenninger

252 2, 5 5362'
SHAKE-WARMROOK-EQ, a 005
Solid Set Irrigation Gun Settings
Fields #1-2 (55% 1 atze Spacing)
Application rate = .5 iph
Wetted diameter = 245'
Gun make and size = Nelson 100
Ring size = .71"
Flow rate of sprinkler = $8 iyp m (176 gpm for 2 guns)
Are pattern =: 360"
Hydrant spacing along pipelines = 135'
Hydrant spading between pipelines = 125'
Operating pressure at gun = 70 psi
Operating pressure at pump = 82 psi
Operating time at hydrant = 2 hours (for 1" of waste water)
Pump type (PTO, engine, electric) = Electric
Pump power requirement = 9 hp
Number of &terior ,5 rinklers &cres persDrinkler Total acres
6 •568 3.41
Number o Interior S rinklers Acres er ,s rinkler Total aer ,t
2 .417 .83
Fatal: 4.27
r

�� .' 417 ' 1= rD
252 235 5362"
SHANE_WPRD i RD'X-EQ, 19 006
Solid Set Gun Settings
Fields• #4-5
Application rate = .30 iph
Wetted diameter _ 265'
Gun make and sire = Nelson 100
Ring size = .77"
(+70 o Lane Spacing)
Flow rate of sprinkler = 111 gpm (222 gpm for 2 guns)
Are pattern = 3600
Hydrant spacing along pipelines = 190'
Hydrant spacing bettiveen pipelines = 19U'
Operating pressure at gun = 80 psi
Operating pressure at bump = 104 psi
Operating time at hydrant = 3 hours, 20 minutes (for 1" of waste water
Pump type (PTO, engine, electric) = F.Jectrie
Pump power requirement = 27 hp
Number o L�'xterivr S rinklers Acres er s rinkler Tatul acres
9 •`1 8.19
umbff a e
Interior Sprinklers Acres per s rinkler Total acre.
1�
9 .79 7.11
Total:
15.30

-SHHNE_WAM EEROCi!_63 , dy CIN
Solid Set I rrigatiaii Gun Settings
,.Benninger 5023 Sprinklers
Application rate == .37 iph
Wetted diameter -= 100'
Gun make and size :: Benninger 5023
!ling size == # 16 (114")
Flow rate of sprinkler = 9.63 gpsn
Are pattern == 3600
Hydrant spacing along pipelines - 50' & 1 oo"
Hydrant spacing between pipelines = 5U' & ] 00'
Operating pressure at gun - 30 ntii
Operating pressure at pump �. U psi
Operating time at hydrant — 2 hours, 42. minutes (tor 1" of waste water)
Pump type (PT0, engine, electric) = Electric.
Pump power reyuircunent -- 8 hp
50%u, Spacing:
Nu»ther �,1'E'xterior S'yrinklers Acres per sprinkler Tvta! ucrN.s
- ... ,
�..... _,
.ONS4
.59
70%+ Spacing*
Number-ofl�lnr Sprinklers _ ; errs per So
rinkl, er fatal rg're
0 1219 .77
Total:
06

-Jr. ; ,. •:y.'• i• ; . t »;•;.t..it}.rr:.. '.• ,R. r••'•I•., ,• •• .'',�.•�i•,�j�' .:r•'••:!�' j i:i•.
:.•,Fy =•: " El��'�`ICA.0N'.0 •X.PM__GA►T- 10 I EQUIPMENT. � r `,,• .,., ,!
,certify that I .(own, have access to) the . t..
'(pr ucer) ,
fo:lowing irrigation equipment: • '• •-�
TYPE IRRIGATION AND SIZE •�� S sAW%
AVAILABLE FROM K — Kc•c o -
(cnvncr of cmjuirrtan : k
I farther certify that, through the arrangements I have made concerning irrigation equipment, I •=
• will be able to irrigate as necessary according to my waste management plan. •'a
Signature , Date
:a
(producer)
• v
a;
a

a?i.�'Jifi. .. .. ;i•'a��,• i..:�i 'f'{;:••, • �• •' ..r .. .. r.•�ti•N: ic.: ,.•.
��ilt•: �. 'y';J '•�•�K.:_ �; ,f�•1'�• !t.`'•' .1•.::•� t:• 't,' •r•' ••I•• •y!=twy �. •'�.•.
F {/'�•( /j�{'FION pF''�XYGA►TYDI,IQ'CJX�'NIEN7'::
RODUCERi V J.• i aCA_ •may..
.'h.�►4'• � � ,ram . � .�••J!:-
_;�,,�.•. , � .. .. ... •.. :. � the � • ,�;.
,-; certify/ that I (own, have access to)
;: ;• . (producer) ..:. -
�� following irrigation equipment•
TYPE IRRIGATION AND SIZE �61 c �u� '�
• u�tsAVAILABLE FROM 1)D11
'•��•
(awncr of equipment)
I further certify that, through the arrangements I have made concerning irrigation equipment,
will be able to irrigate as necessary according to my waste management plan. ?.
Signature
Date -3 /y 61 V
(producer)

Balzer Inc. - Top Fill Slurry Liquid Manure Tanks
Pagel of 4
Top -Fill Slurry Liquid Manure Tanks
Overview
pecifications/Tire Specifications
opring Suspension/Steering Axles
GPS
TOP -FILL SLURRY LIQUID MANURE TANKS
The Balzer Magnum Series of Top -Fill Slurry Tanks is the ultimate in
performance and design, featuring rugged, durable construction and the
features you need and demand for your operation.
® Full 1/4" steel tank and domed ends with double thickness at seams
for superior strength.
® Automatic submerged arc -welded tank seams assure seam quality.
®Full-length tank skids, bolted to undercarriage.
® Full 1/4" steel interior baffles add strength and reduce load surge
when hauling.
® Tanks have a 10-year non -prorated warranty against rust -through or
collapse, to the original purchaser when hauling only animal wastes.
Wide variety of tire sizes. Consult specification chart below for sizes
lailable on various models.
® Tanks are fully supported and bolted in 6 or 8 locations to the running
gear for stability and less tank fatigue.
®Walking tandems smooth out rough terrain and have grease zerks at
all wear points.
®STRESS PROOF SPINDLES give added strength and lasting service
to your spreader and are standard equipment. 6000, 7500 and 10,000
gallon tanks feature 5" spindles.
® A wide variety of tire options are available including high floatation
tires to reduce soil compaction. Caterpillar tracks are also an option on
many models.
®Tractor actuated hydraulic brakes are standard on models 3350
through 10,000 gallons.
® Special width wheel bases are available for no -till, ridge -till and side
dressing applications. Ask your dealer for details.
® Heavy-duty adjustable hitch is designed for years of use and Balzer's
balanced load and reduced tongue weights make tank pulling easier.
rJ Balzer provides a fully independent running gear to give unit superior
strength.
The Balzer Magnum Series
of Top -Fill Slurry Tanks is the
ultimate in performance and
design, featuring rugged, durable
construction and the features you
need and demand for your
operation.
hup://www.balzerinc.com/Tanks/Slurry/default.htm 5/1 /01

Balzer Inc. - Top Fill Slurry Liquid Manure Tanks
Page 2 of 4
® Full-length tank skids give additional strength and eliminate tank twist.
Balzer bolt -on design eliminates welds to crack or fail as in some ^ -
unibody designs.
F
LA
Drain valve to empty sump.
New, adjustable fully independent running
gear allows for load balance adjustment
when injectors are mounted.
Balzer four blade/stainless steel shaft
impeller lets you unload up to 1100 gallons
per minute. PTO drive is standard, hydraulic
drive is optional
High quality flanged bearings for smooth
running. No long shafts to maintain and vibrate.
Optional Lit -Kits
http://www.balzerine.com/Tanks/Slurry/default.htm 5/1/01

Balzer Inc. - Top Fill Slurry Liquid Manure Tanks
Page 3 of 4
The load level indicator is designed with
a five bolt flange for easy servicing. Flange
plate and interior components are stainless
steel, assuring dependability and long life.
Float flag indicator rises when tank is 12 inches
from being full, giving operator advance
warning and time to shut off filling device
overflowing.
Spray deflector directs slurry toward the
ground instead of propelling it into the
air where the wind can cause drifting into
unwanted areas. A 40 foot even spread
pattern results.
In -tank agitation is provided by 3" return
hose coming from discharge pipe to rear
in -tank jet. Powerful agitation results, keeping
the solids in suspension and moving toward
front sump and impeller. The simple system
eliminates the need for augers, propellers or
other high maintenance systems. A Balzer
first! Optional ladder shown.
Large 30 inch fill port extends into tank to
reduce sloshing out when hauling.
A side mounted ladder is optional.
Tanks are fully supported and bolted in 6
or 8 locations to the running gear for stability
and less tank fatigue.
http://www.balzerinc.comfranks/Sluny/default.htm 5/1/01

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State of North Carolina
Department of Environment and
Natural Resources
Fayetteville Regional Office
Michael F. Easley, Governor
Mr. Phillip Williams
500 Bells Branch Road
Newton Grove, North Carolina 28366
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RE50URCE5
March 13, 2001
SUBJECT: Wettable Acres Determination Status & Notification
Phillip Williams Farm, Facility Number 82-625
Sampson County
Dear Mr. Williams:
On March 8, 2001, I reviewed the new information to complete a second evaluation of your
facility with respect to a Wettable Acres Determination. The result of the evaluation and the
required action to be taken by you is indicated below.
X Facility is exempt at this time from undergoing a Wettable Acres Determination
based upon the new information provided. No further action is necessary.
Information that was provided was not sufficient to exempt the facility from a
Wettable Acres Determination. The Division of Water Quality will notify you at a
later date by certified mail detailing the requirements of a Wettable Acres
Determination.
The Division of Soil and Water Conservation appreciates your cooperation and the assistance
provided to you by your technical specialist. If you have any questions regarding this letter,
please do not hesitate to contact me at [phone] ext. 634 or at the address listed below.
T
cer ly,
Scott Faircloth
Environmental Specialist II
cc: DWQ Non -Discharge Compliance Unit
Sampson Soil and Water Conservation District
Doug Niemond, TDM Farms
225 Green Street, Suite 700/ Systel Bld, North Carolina 28301 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

WASTE -MANAGEMENT SYSTEM
FOR
TABLE OF CONTENTS
1. Cover Letter
2. Soils Map
3. SCS-ENG-538 (Soil Investigation)
4. NC-ENG-34 Hazard Classification
5. Lagoon Design Data
6. Nitrogen Content & Acres Needed For Effluent Disposal
7. Waste Utilization Plan
8. Seeding Specifications
9. Lagoon Size Computations
10. NC-ENG-12 (Excavation)
11. NC-ENG-12 (Embankment)
12. NC-ENG-12 (Pad)
13. NC-ENG-40 (Plan of Excavation Waste Storage Lagoon)
14. Typical View of A Lagoon
15. Operation and Maintenance Plan
16. Topographical Map W/Lagoon & Houses
17. Cross -Sec -ions of Lagoon & Pad

'F
et
�1.
44
7
s —
i.
!p' o
MAN

OH-IRM 2/15/88
r�
Phillip Williams
PLANNED
QUANTITY CALCULATIONS
prepared for
in
US Department of Agriculture
Soil Conservation Service
Sampson County, North Carolina
Designer : Susan Harrison Checker
Date : 07/06/94 Date
Job Number 044
Left Right Off - CL
SS
SS
(ft)
3:1
3:1
80.0
3:1
3:1
80.0
3:1
3:1
80.0
3:1
3:1
80.0
3:1
3:1
80.0
3:1
3:1
80.0
William:
CL Dist
Sta (ft)
0+70
30
1+00
30
1+30
70
2+00
100
3+00
20
3+20
Pad
** EXCAVATION **
Area
Volume
(SgFt)
(Cu.Yds)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
** FILL **
Area
Volume
(SgFt)
(Cu.Yds)
2281.2
2523.3
2260.8
4941.7
2092.3
10257.2
2008.1
17511.4
1909.1
18919.6
1893.1

OH-IRM 2/15/88
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
Phillip Williams
US Department of Agriculture
Soil Conservation Service
in
Sampson County, North Carolina
Designer : Susan Harrison Checker
Date : 07/06/94 Date
Job Number 044
Williams, Pad
TEMPLATE DATA:
Beginning Elevation = 52.5
Beginning Station = +70
+70 to 1+00
1+00 to 3+20
SECTION NUMBER 1
Centerline Station +70
ORIGINAL DATA:
0.0 / 47.3 100.0 / 47.3
500.0 / 47.4 600.0 / 47.3
d/3cl440\3
d/3cl420\3
- . 00250 ft/ft
- . 00250 ft/ft
200.0 / 47.6 300.0 / 47.6 400.0 / 47.5
SECTION NUMBER 2
Centerline Station 1+00
ORIGINAL DATA:
0.0 / 47.0 100.0 / 47.0 200.0 / 47.7 300.0 / 47.7 400.0 / 47.5
500.0 / 47.3 600.0 / 47.1
SECTION NUMBER 3
Centerline Station 1+30
ORIGINAL DATA:
0.0 / 47.2 100.0 / 47.2
500.0 / 47.4 508.0 / 55.0
SECTION NUMBER 4
Centerline Station 2+00
ORIGINAL DATA:
0.0 / 47.7 100.0 / 47.7
500.0 / 47.5 508.0 / 55.0
200.0 / 47.7 300.0 / 47.6 400.0 / 47.4
200.0 / 47.6 300.0 / 47.4 400.0 / 47.3

Williams, Pad (continued) 07/06/94
SECTION NUMBER 5
Centerline Station 3+00
ORIGINAL DATA:
0.0 / 48.2 100.0 / 48.2
500.0 / 47.1 508.0 / 55.0
page 2
200.0 / 47.6 300.0 / 47.3 400.0 / 47.1
SECTION NUMBER 6
Centerline Station 3+20
ORIGINAL DATA:
0.0 / 48.0 100.0 / 48.0 200.0 / 47.6 300.0 / 47.3 400.0 / 47.1
500.0 / 47.3 508.0 / 55.0
0

OH-IRM 2/15/88
rr�
Phillip Williams
PLANNED
QUANTITY CALCULATIONS
prepared for
in
US Department of Agriculture
Soil Conservation Service
Sampson County, North Carolina
Designer : Susan Harrison Checker
Date : 07/06/94 Date
Job Number 042
Embankment, Top at 50.1
** EXCAVATION **
**
FILL **
Top
Left
Right
Off-CL
CL
Dist
Area
Volume
Area
Volume
Width
SS
SS
(ft)
Sta
(ft)
(SgFt)
(Cu.Yds)
(SgFt)
(Cu.Yds)
12
2.5:1
2.5:1
100.0
0+00
0.0
48.0
70
0.0
124.6
12
2.5:1
2.5:1
100.0
0+70
0.0
48.1
100
0.0
302.8
12
2.5:1
2.5:1
100.0
1+70
0.0
48.1
100
0.0
480.9
12
2.5:1
2.5:1
100.0
2+70
0.0
48.1
82
0.0
630.9
12
2.5:1
2.5:1
100.0
3+52
0.0
50.7
100
0.0
827.2
12
2.5:1
2.5:1
70.0
4+52
0.0
55.3
92
0.0
1009.9
12
2.5:1
2.5:1
70.0
5+44
0.0
52.0
70
0.0
1139.2
12
2.5:1
2.5:1
80.0
6+14
0.0
47.8
100
0.0
1334.5
12
2.5:1
2.5:1
80.0
7+14
0.0
57.7
35
0.0
1406.2
12
2.5:1
2.5:1
80.0
7+49
0.0
52.8
20
0.0
1445.7
12
2.5:1
2.5:1
65.0
7+69
0.0
53.9
90
0.0
1623.0
12
2.5:1
2.5:1
65.0
8+59
0.0
52.4
10
0.0
1643.2
12
2.5:1
2.5:1
65.0
8+69
0.0
56.9
(I'll'.
200
0.0
2028.4
12
2.5:1
2.5:1
65.0
10+69
0.0
47.1
92
0.0
2173.7
12
2.5:1
2.5:1
65.0
11+61
0.0
38.2
65
0.0
2272.9
12
2.5:1
2.5:1
80.0
12+26
0.0
44.2
82
0.0
2397.9
M

Embankment,
Top at
50.1
(continued)
07/06/94
** EXCAVATION
**
Top
Left
Right
Off-CL
CL
Dist
Area
Volume
Width
SS
SS
(ft)
Sta
(ft)
(SgFt)
(Cu.Yds)
12
2.5:1
2.5:1
80.0
13+08
0.0
80
0.0
12
2.5:1
2.5:1
70.0
13+88
0.0
100
0.0
12
2.5:1
2.5:1
70.0
14+88
0.0
100
0.0
12
2.5:1
2.5:1
70.0
15+88
0.0
100
0.0
12
2.5:1
2.5:1
70.0
16+88
0.0
100
0.0
12
2.5:1
2.5:1
70.0
17+88
0.0
112
0.0
12
2.5:1
2.5:1
70.0
19+00
0.0
page 2
**
FILL **
Area
Volume
(SgFt)
(Cu.Yds)
38.1
2532.3
52.6
2723.5
50.6
2901.5
45.5
3072.7
46.9
3224.4
35.0
3396.7
48.1

OH-IRM 2/15/88
to" CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
Phillip Williams
in
US Department of Agriculture
Soil Conservation Service
Sampson County, North Carolina
Designer : Susan Harrison Checker
Date : 07/06/94 Date
Job Number 042
Embankment, Top at 50.1
TEMPLATE DATA:
Beginning Elevation = 50.1
Beginning Station = 0+00
0+00 to 19+00 d/2.5cll2\2.5
CTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
0.0 / 47.9 100.0 / 47.5 200.0 / 47.5
SECTION NUMBER 2
Centerline Station +70
ORIGINAL DATA:
0.0 / 47.6 100.0 / 47.5 200.0 / 47.5
SECTION NUMBER 3
Centerline Station 1+70
ORIGINAL DATA:
0.0 / 47.3 100.0 / 47.5 200.0 / 47.5
SECTION NUMBER 4
Centerline Station 2+70
ORIGINAL DATA:
0.0 / 47.6 100.0 / 47.5 200.0 / 47.5
SECTION NUMBER 5
Centerline Station 3+52
ORIGINAL DATA:
0.00000 ft/ft

Embankment, Top at 50.1 (continued) 07/06/94
r'll 0.0 / 47.2 100.0 / 47.4 200.0 / 47.4
SECTION NUMBER 6
Centerline Station 4+52
ORIGINAL DATA:
0.0 / 47.6 100.0 / 47.1
SECTION NUMBER 7
Centerline Station 5+44
ORIGINAL DATA:
0.0 / 47.5 100.0 / 47.3
SECTION NUMBER 8
Centerline Station 6+14
ORIGINAL DATA:
0.0 / 47.6 100.0 / 47.5 200.0 / 47.3
SECTION NUMBER 9
Centerline Station 7+14
ORIGINAL DATA:
0.0 / 47.3 100.0 / 47.1 200.0 / 47.1
SECTION NUMBER 10
Centerline Station 7+49
ORIGINAL DATA:
0.0 / 47.4 100.0 / 47.3 200.0 / 47.2
SECTION NUMBER 11
Centerline Station 7+69
ORIGINAL DATA:
0.0 / 47.7 100.0 / 47.1 200.0 / 47.5
SECTION NUMBER 12
Centerline Station 8+59
ORIGINAL DATA:
0.0 / 47.4 100.0 / 47.3 200.0 / 47.4
SECTION NUMBER 13
Centerline Station 8+69
ORIGINAL DATA:
page 2

s
Embankment, Top at 50.1 (continued) 07/06/94
r'', 0.0 / 47.3 100.0 / 47.1 200.0 / 47.3
SECTION NUMBER 14
Centerline Station 10+69
ORIGINAL DATA:
0.0 / 47.4 100.0 / 47.6 200.0 / 47.6
SECTION NUMBER 15
Centerline Station 11+61
ORIGINAL DATA:
0.0 / 47.7 100.0 / 48.0 200.0 / 47.7
SECTION NUMBER 16
Centerline Station 12+26
ORIGINAL DATA:
0.0 / 47.4 100.0 / 47.7 200.0 / 47.7
SECTION NUMBER 17
r\ Centerline Station 13+08
ORIGINAL DATA:
0.0 / 47.4 100.0 / 48.0 200.0 / 48.0
SECTION NUMBER 18
Centerline Station 13+88
ORIGINAL DATA:
0.0 / 47.4 100.0 / 47.3
SECTION NUMBER 19
Centerline Station 14+88
ORIGINAL DATA:
0.0 / 47.4 100.0 / 47.4
SECTION NUMBER 20
Centerline Station 15+88
ORIGINAL DATA:
0.0 / 47.3 100.0 / 47.7
Pill,
SECTION NUMBER 21
Centerline Station 16+88
ORIGINAL DATA:
page 3

Embankment, Top at 50.1 (continued) 07/06/94
0.0 / 47.7 100.0 / 47.5
SECTION NUMBER 22
Centerline Station 17+88
ORIGINAL DATA:
0.0 / 47.6 100.0 / 48.2
SECTION NUMBER 23
Centerline Station 19+00
ORIGINAL DATA:
0.0 / 47.5 100.0 / 47.5
page 4

OH-IRM 2/15/88
Phillip Williams
PLANNED
QUANTITY CALCULATIONS
prepared for
in
US Department of Agriculture
Soil Conservation Service
Sampson County, North Carolina
Designer : Susan Harrison Checker
Date : 07/06/94 Date
Job Number 041
*******************************************************************************
Bot Left Right Off-CL
Width SS SS ( f t )
83 2.5:1 2.5:1 70.0
283 2.5:1 2.5:1 70.0
283 2.5:1 2.5:1 70.0
78 2.5:1 2.5:1 70.0
78 2.5:1 2.5:1 70.0
78 2.5:1 2.5:1 70.0
78 2.5:1 2.5:1 70.0
78 2.5:1 2.5:1 70.0
78 2.5:1 2.5:1 70.0
EXCAVATION, Bottom at 38.6
** EXCAVATION **
**
FILL **
CL
Dist
Area
Volume
Area
Volume
Sta
(ft)
(SgFt)
(Cu.Yds)
(SgFt)
(Cu.Yds)
17+.6
2713.6
0.0
82
8275.3
0.0
1+00
2709.5
0.0
60
14281.3
0.0
1+60
2695.9
0.0
2
14421.2
0.0
162+.1
901.5
0.0
38
15682.0
0.0
2+00
894.9
0.0
100
18939.5
0.0
3+00
864.1
0.0
100
22156.7
0.0
4+00
873.2
0.0
100
25401.7
0.0
5+00
879.1
0.0
63
27475.5
0.0
562+.5
912.7
0.0

OH-IRM 2/15/88
Phillip Williams
PLANNED
QUANTITY CALCULATIONS
prepared for
in
US Department of Agriculture
Soil Conservation Service
Sampson County, North Carolina
Designer : Susan Harrison Checker
Date : 07/06/94 Date
Job Number 041
*******************************************************************************
EXCAVATION, Bottom at 38.6
** EXCAVATION **
**
FILL **
Bot
Left
Right
Off-CL
CL
Dist
Area
Volume
Area
Volume
Width
SS
SS
(ft)
Sta
(ft)
(SgFt)
(Cu.Yds)
(SgFt)
(Cu.Yds)
3
2.5:1
2.5:1
70.0
17+.6
2713.E
0.0
r"91P
82
8275.3
0.0
283
2.5:1
2.5:1
70.0
1+00
2709.5
0.0
60
14281.3
0.0
283
2.5:1
2.5:1
70.0
1+60
2695.9
0.0
2
14421.2
0.0
78
2.5:1
2.5:1
70.0
162+.1
901.5
0.0
38
15682.0
0.0
78
2.5:1
2.5:1
70.0
2+00
894.9
0.0
100
18939.5
0.0
78
2.5:1
2.5:1
70.0
3+00
864.1
0.0
100
22156.7
0.0
78
2.5:1
2.5:1
70.0
4+00
873.2
0.0
100
25401.7
0.0
78
2.5:1
2.5:1
70.0
5+00
879.1
0.0
63
27475.5
0.0
78
2.5:1
2.5:1
70.0
562+.5
912.7
0.0

OH-IRM 2/15/88
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
Phillip Williams
US Department of Agriculture
Soil Conservation Service
in
Sampson County, North Carolina
Designer : Susan Harrison Checker
Date : 07/06/94 Date
Job Number 041
EXCAVATION, Bottom at 38.6
TEMPLATE DATA:
Beginning Elevation = 38.6
Beginning Station = 17+.6
17+.6 to 1+60
1+60 to 160+.1
160+.1 to 4+00
4+00 to 562+.5
SECTION NUMBER 1
Centerline Station 17+.6
ORIGINAL DATA:
c\2.5cl282.5/2.5
c\2.5cl77.5/2.5
c\2.5cl77.5/2.5
c\2.5c177.5/2.5
0.00000 ft/ft
0.00000 ft/ft
0.00000 ft/ft
0.00000 ft/ft
0.0 / 47.6 100.0 / 47.5 200.0 / 47.5 300.0 / 47.5 400.0 / 47.5
SECTION NUMBER 2
Centerline Station 1+00
ORIGINAL DATA:
0.0 / 48.2 100.0 / 47.6 200.0 / 47.3 300.0 / 47.6 400.0 / 47.1
SECTION NUMBER 3
Centerline Station 1+60
ORIGINAL DATA:
0.0 / 47.8 100.0 / 47.7 200.0 / 47.2 300.0 / 47.5 400.0 / 47.2
("I"
SECTION NUMBER 4
Centerline Station 162+.1
ORIGINAL DATA:
0.0 / 47.8 100.0 / 47.7 200.0 / 47.2

EXCAVATION, Bottom at 38.6 (continued) 07/06/94
SECTION NUMBER 5
Centerline Station 2+00
ORIGINAL DATA:
0.0 / 47.5 100.0 / 47.7 200.0 / 47.1
SECTION NUMBER 6
Centerline Station 3+00
ORIGINAL DATA:
0.0 / 47.7 100.0 / 47.3 200.0 / 47.1
SECTION NUMBER 7
Centerline Station 4+00
ORIGINAL DATA:
0.0 / 47.4 100.0 / 47.4 200.0 / 47.3
SECTION NUMBER 8
Centerline Station 5+00
ORIGINAL DATA:
0.0 / 47.3 100.0 / 47.4 200.0 / 47.6
SECTION NUMBER 9
Centerline Station 562+.5
ORIGINAL DATA:
0.0 / 47.8 100.0 / 47.6 200.0 / 48.0
page 2

OH-IRM 2/15/88
Phillip Williams
PLANNED
QUANTITY CALCULATIONS
prepared for
in
US Department of Agriculture
Soil Conservation Service
Sampson County, North Carolina
Designer
: Susan
Harrison
Checker
Date
: 07/06/94
Date
Job Number 040
*******************************************************************************
Total Volume
** EXCAVATION **
**
FILL **
Bot
Left Right
Off-CL
CL
Dist
Area
Volume
Area
Volume
Width
SS SS
(ft)
Sta
(ft)
(SgFt)
(Cu.Yds)
(SgFt)
(Cu.Yds)
2.5:1 2.5:1
50.0
14.+38
3579.4
0.0
(p"83
151
20047.2
0.0
283
2.5:1 2.5:1
50.0
165+.6
3579.4
0.0
0
20056.0
0.0
78
2.5:1 2.5:1
50.0
165+.7
1221.9
0.0
400
38153.4
0.0
78
2.5:1 2.5:1
50.0
565+.6
1221.9
0.0

OH-IRM 2/15/88
Phillip Williams
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
in
US Department of Agriculture
Soil Conservation Service
Sampson County, North Carolina
Designer : Susan Harrison Checker
Date : 07/06/94 Date
Job Number 040
TEMPLATE DATA:
Beginning Elevation = 38.6
Beginning Station = 14.+38
14.+38 to 165+.6
165+.6 to 565+.6
SECTION NUMBER 1
Centerline Station 14.+38
ORIGINAL DATA:
0.0 / 50.1 500.0 / 50.1
SECTION NUMBER 2
Centerline Station 165+.6
ORIGINAL DATA:
0.0 / 50.1 500.0 / 50.1
SECTION NUMBER 3
Centerline Station 165+.7
ORIGINAL DATA:
0.0 / 50.1 500.0 / 50.1
SECTION NUMBER 4
Centerline Station 565+.6
O.PiRRIGINAL DATA:
0.0 / 50.1 500.0 / 50.1
Total Volume
c\2.5c1282.5/2.5 0.00000 ft/ft
c\2.5cl77.5/2.5 0.00000 ft/ft

Confinment Building
TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
Top Width
ca v
Pitt
I Z I
-- Settled Top Elevation
Pipe Invert Elevation
48.4
11SS 2.6
1� SS 2�S: SS 2S:
11
TREATMENT
11 LAGOON
�1
�1 Depth = 9. 8
!' Pipe (Needs to be adequately
supported)
Bottom $levation 3S.lP
NOTE: RIP -RAP, FLEXIBLE PIPE OR OTHER SUITABLE MATERIAL WILL BE
PLACED AT PIPE OUTLETS TO PREVENT EROSION OF CLAY LINER
4

PLAN OF EXCAVATED WASTE STORAGE PIT
NAME: id-iiQ W r ams Date: 7 , q 4
County: S AMPSC) f3
Address: t,iEWTbts CrbvE
� � LERgT►� s o
oc ° it DE $LOVE TO I
q /
50.1 AVE. TOP ELEV.
Z ,„_...rI SECTION /F*ry�%o
/1
B4rMA1 w,orr+ vaQr 1
BWsZ72.! CNor,1hrn
W = (,7-S' CSau T� Sr, D
Use of facility:
Capacity:— Z O
Soil Type:
Be•J„/�ch Mark Descz14
�$AVE. EOTTOr MEY.
1
(S" back for VOW= calcuLeflwd) fJ ` 1✓�
FINI.SPInJG, HOC, bl�E�RT/bN 4,
Bottom
Normal Li pid IAvel
Storage for normal Precip.
Maximum Liquid Level
25 yr. Storm Storage
Crest SSW
Max.Flow Depth
Fraaboard
Top of Dam
ons o z Ft3
4-h Wes �-
aIIMAiARY
Slay. 'D b
Elev.
(+) Ft.
Slay.
(+) Ft.
Elev.
(+) Ft.
(+) (, Ft.
Elev. c�.t
r

VOLVM OF A SPAPEZOIDAL PIT
One equation for calculating the volume of a trapezoidal it
P p is:
Volume =g (area of. top) + (area of bottom) + (4. * area
of midsection.)] _ gt3
r
Another equation for determining the volume of a trapezoidal
excavated pit with constant side slopes is: p
v = wdL + sat ��3 $a - .�► _ L)
where:
V = total volume of the pit in ft3.
w = width of the pit at top" '.in feat.
d = depth of the pit at ' top in feet.
L = length of the - pit at top in feet.
Z = side slope
s for 2 to I use Z a 2
for 21/2 to 1 use .Z = 21/2
rora-
Dimensions used must be constructible. Alwa
y
s
deep.pits.. For.correct results the followingmust for narrow,
w must be greater than 2Zd true.
L must be greater than 2Zd'
Id

P�,I 'Rp VtMams
TYPICAL CROS&.SiCPION OF
LAGOON CONSTRUCTION WITH
PARTIAL -CLAY LINER
1
�I ,7�EET THICK CLAY LINER
FILL ( MIN INUPI) , -
1 , FILL
AVIPACE GROUND _
AVERAGE GROUND
✓ VARIABLE EXCAVATE THIS AREA AND Y r
SA&W MATERIAL BACKFILL WITH CLAY AR AISLE SANDY MATERIAL
00 CLAY /T NO CLAY
FEET THICll�e-
CLAYY LINER FEET THICK
CLAY LINER $yCfo. widTaLa f_
EXCAVATE
SEpY CLAY -CLAY USANDY�CLAY CLAY
• /CCCo......s-./��rcc/C ram-' Q.�TZ~//7'�q/l //�V e ! S 7`"G c o�c. S �� /4cI
4 AG h o' T / H, �d o o cl -rc
IL
AAYITIONAL-EXCAVATION DUE TO LINER:
AV
ERAGE DEPTH TO CLAY I �82.0
X j•7 FEET THICK X DISTANCE _ CtTBIC FEET = CUBIC YAADS
RITE: WHEN AREAS OF UNSUITABLE MATERIAL ARE ENCOUII RED, THEY MILL NEED TO27 IBE EXCAVATED A MINIMUM OF
1 FEET BELOW GRADE, BACKFILLED AND COMPACTED /CUBIC YARDS
MI H A SCS APPROVED MATERIAL (SC, CL, CH).
t

1�
f191
J

1 USDA -SOIL CONSERVATION SERVICE UNITED STATES
303-D EAST ROWAN STREET DEPARTMENT OF
PHONE [phone] AGRICULTURE
---------------------------------------------------------------
OPERATOR: Phillip Williams
Please review the attached plan and specifications carefully.
Retain this plan for your use and records. It is strongly
recommended that you, your contractor and the Soil Conservation
Service personnel are in agreement as to how the waste lagoon
is to be constructed. SCS personnel will meet with all
concerned parties and walk over the site to explain all flags
and markings. It is important that everyone understands what is
expected so that final construction meets plans and
specifications and the job can be certified for payment (if ACP
cost -share is involved).
The pad dimensions and grades are the best estimate. The
builder or contractor is responsible for final layout and
design of the pads. SCS personnel will assist in a limited
capacity, as its major concern is the proper design and
construction of the waste treatment lagoon.
The actual amount of material required for pads and dam may
vary from the estimates. The design will attempt to balance
cuts and fills as close as possible. If additional material is
required after construction is complete on the lagoon, the
contractor and owner will negotiate on the price and location
of the borrow area.
It should be noted that certification of the lagoon will depend
upon all specifications being met. Important items include
length, width, depth, slopes, topsoil placement, correct
elevations (top, bottom, discharge pipes), and seeding.
ARE CULTURAL RESOURCES EVIDENT?
Yes
NO X
DESIGN REQUIREMENT: 901,219
---------
cu.ft
= 33,378
---------
cu.yds.
ESTIMATE OF EXCAVATION: 741,852
---------
cu.ft
= 27,476
---------
cu.yds.
ESTIMATE OF PAD: 510,840
---------
cu.ft
= 18,920
---------
cu.yds.
ESTIMATE OF DIKE: 91,719
cu.ft
= 3,397
cu.yds.
---------
ESTIMATE OF MATERIAL FOR SANDY -CLAY
LINER:
---------
= 115
cu.yds
ESTIMATE OF TOPSOIL REQUIRED:
= 404
cu.yds.
Ratio 1.2 : 1
--- Total Excavation
= 27,476
cu.yds.
Job Class Designed By:
-----------------------
-------
/j
Date
Design Approval �/�� _ c
J490
-
Date

L
TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
UNIFIED CLASSIFICATION
GW-Well graded gravels; gravel, sand mix
GP -Poorly graded gravels
GM -Silty gravels; gravel -sand -silt mix
GC -Clayey gravels; gravel -send -clay mix
SW -Well graded sands; send -gravel mix
SP-Poorly graded sands
SM- Silty sand
SC -Clayey sands; sand -clay mixtures
ML- Silts; silty, v. fine sands; sandy or clayey silt
CL-Clays of low to medium plasticity
CH -Inorganic clays of high plasticity
MH-Elastic silts
OL-Organic silts and silty clays, low plasticity
OH -Organic clays, medium to high plasticity
USDA CLASSIFICATION
g- gravel
s-send
vfs-very fine sand
sl-sandy loam
fsl-fine sandy loam
I - loam
gl-gravelly loam
si-silt
sil- silt loam
cl-clay loam
sicl-silty clay loam
scl-sandy clay loam
sic -silty clay
c-clay
1. Suitable material for embankment is available E&es [::] No (Indicate where /a Iw on the sketch on
ne+.n. sld.)
REMARKS:
2. Explain hazards requiring special attention in design (SeeaaY., sDMo..,uck ac)
GENERAL REMARKS:
NO C_U L T V&OL `RFM6u rLFLZZ 0.5E EZ Ex
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
431144
45
46
47
48
49
50
51

SCS-ENG-538 U. S. DEPARTMENT OF AGRICULTURE
R., 5.70 SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
" - VVIIIIA..S
• • SHEET NO. WORK..
WATERSHED AREA MEASUREMENTS
O. .
■■■■■■■■■■■■
■■■■■■■■■■■■■
n■■■■
■■■
MEN
■■■
■■■■■■■■
ME
■■■■■■■
■EM■■■■■■■■,
n
■■■■■■
■■■
■■■■■■■■■■
immoolmillsomm■■n■■■■■■■
NOON
■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■
EME�
MEM■EM■MEMEEMN■nn■�
:: °' •
i�©iriiiaiiiiiiii■i®iii■ininiii■i■i■�iiiiiiiiii

Operator:PHILLIP WILLIAMS County: SAMPSON Date: 7/6/94
fIjistance to nearest residence (other than owner): 1300 feet
1. AVERAGE LIVE WEIGHT (ALW)
0
sows
(farrow to
finish)
x
1417
lbs. =
0
lbs
0
sows
(farrow to
feeder)x
522
lbs. =
0
lbs
4600
head
(finishing
only)
x
135
lbs. =
621000
lbs
0
sows
(farrow to
wean)
x
433
lbs. =
0
lbs
0
head
(wean to feeder)
x
30
lbs. =
0
lbs
Describe other :
0
lbs
Total Average Live Weight = 621000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume =
621000 lbs.
ALW x Treatment Volume(CF)/lb. ALW
Treatment
Volume(CF)/lb.
ALW =
1 CF/lb. ALW
Volume =
621000 cubic
feet
3. STORAGE VOLUME
FOR SLUDGE ACCUMULATION
Owner rerldts41, ne 15l0ac3c 54. r4�c•
Sludgy w'A\ be c<maved aS nca_de.d.
Volume =
0 cubic
feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--
Inside top width (feet)----------------------
580.0
190.0
Rums"""Y es
Top of dike elevation (feet)-----------------
50.1
Bottom of lagoon elevation (feet)------------
38.6
3 L
Freeboard (feet) ----------------
-
1.0
Se` rid rur
15°��` cc`weis
Side slopes (inside lagoon)------------------
2.5
oKt9
Total design volume using prismoidal
formula
Ad 2
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2
LENGTH
WIDTH
DEPTH
2.5 2.5 2.5 2.5
�rr.0
+65-0
10.5
sw6 �s
Y,s
, 7:r
2.5
1M0
130
io.s
AREA OF TOP
L TH * WIDTH =
57 . 185.0 106375
(AREA OF
TOP)
AREA OF BOTTO
LENGTH * WIDTH
522.5 132.5 692 5
(AREA OF
BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDT 4
548.8 8.8 348456.
(AREA OF
MIDSECTION
* 4)
CU. _ [AREA TOP + (4*AREA MIDSECTIONr'+ AREA BOTTOM)
* DEPTH/6
610,11,
106375.0 348456.3
69231.3
1.8
Total Designed Volume Available =&' "�^Q ' CU. FT
yzo� 3z4

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA: C3'fox 150) f (lj�6o X /3S) //S Za SF
Lagoon (top of dike)
Length * Width =
5E�0 1dc�V. 0—'_.4-+=-"_*T.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
p3 too
TOTAL DA '0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 621000 lbs. ALW/135 lbs ALW * 1.37 gal/day 180 days
Volume = 1134360 gals. or 151652.4 cubic feet
�6B. Volume of wash water
r This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system or excess water. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallon
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall = 7.0 inches
Volume = 7.0 inches * DA / 12 inches per foot
Volume = 64299.3 cubic feet
47ZOo
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
6, zoo
Volume = -64 2.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
SA.
151652 cubic
feet
5B.
0 cubic
feet
5C.
672a0.64*8cubic
feet
✓
5D.
67 2oo 642e-3 cubic
feet
'�

U. S. Department of Agriculture
Soil Conservation Service
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
NC-ENG-34
September 1980
Landowner vs, i-am S, County c)Zrnwl 13r)
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam j. A Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
: Est. Elev. :Est. Elevation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements Above :Floodwater Above
Flood Plain: Flood Plain
Ft. Ft. % Ft. Ft.
K) C) fJ
1 500 : W0ou5
2 I, 100 CROPLhND Q o m E
3 700 :CfZt=.EIL NOnIE sRr(z4;
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach A CIInnFN FATI IIRF OF STR11CTI1FF wT1 I NAT ENDANGER
LIFE OR DAMAGE PUBLIC TRANSPORTAION. #MT FLOWJ l OV£P—L&MQ-rHfZ0u4H A_
K 11 CreeK• Flow ,S '400' clown sAid
Hazard Classification of Dam(9 b, c) (see NEM-Part 520.21)_
Dam Classification (I, II, III, IV,(
0
Concurred By jr&:4
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date 7160 4'-
Date 7—//—qli -
r

l
INSTRUCTIONS
All dams built with technical assistance from the Soil Conservation Service
must have a hazard classification assigned by the 96He'
erson,res ons'ib
approving the design. 'Most farm ponds, except in rlinepcasesle for
be classified after'a complete field investigation , can
and making breach ��}tudies. "=This' data sheet is to be -used tforsrecog failure
the -information obtained through fiell studies and for documenting
hazard classification. -Where there is-a-possibilit for loss
the.
major property damage from a dam failure, an approved bre chg of life or
procedure is to be used. (Consult with -the area engineer)routing
Hazard, cla�s.si•fications of dams are made' by evaluatingthe
for loss of life and the extent of damage that would result a possibility
should suddenly breach --that is --a section of -the dambe- if the, dam
completely washed out. It i� to,be assumed that a wall of water
and
released equal to the height of the dam. This floodwater will be
in height as it moves down the flood plain. The waveheight
will be reduced
flooding) should be"'evaluated for a sufficient -distance
(depth of
the estimated flood level will not cause significant .de downstream until
such as homes, buildings, roads, utilities, -reservoirs, etc
flood improvements,
flood level will be reduced depending on the valle stora The breach
openess of the flood plain; however, -in a narrow steep valleyslop and
steeper than 10% should be given special consideration. One method hod
evaluation is to compare available valley storage (under floodmethod tof
i
to impoundment storage (figured to the top of the dam 'for conditions)
evaluated with a judgment estimate made of -the flood wave each reach
critical points downstream, height at.all
Should there be any questions about the hazard cl the area engineer should be consulted before making-des-itnon for a dam,
9 gn commitments.

6. SUMMARY
Temporary storage period__________ __________>
180
days
✓
Rainfall in excess of evaporation=====______>
7.0
inches
25 year - 24 hour rainfall__________________>
7.0
inches
✓
Freeboard___________________________======__>
Side
1.0
feet
slopes_________________________________>
2.5
: 1
Inside top length___________________________>
0
feet
S� yct.a/�
Inside top width_________________ ---- _______>
90.0
feet
41Ap rn srowS
Top of dike elevation____________ ---- _______>
v 50.1
feet
a -,9r)d
Bottom of lagoon elevation__________________>
38.6
feet
Total required volume_______________________>
g-cu.
ft. 9worz-`�
Actual design volume________________________>4,�,^Q_'8
cu.
ft.4L0��9L ✓
Seasonal high watertable elevation (SHWT)===>
46.2
feet
Stop pumping
feet
✓
Must be > or = to the SHWT elev.====______>
46.2
feet
✓
Must be > or = to min. req. treatment el.=>
44.6
feet
✓
Required minimum treatment volume=====______>
621000
cu.
ft �
ela 7/3cF
Volume at stop pumping elevation=====_______>
V&2*5""
cu.
f
Start pumping elev._________________________>
48.4
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr - 24 hr rainfall===>
^I22@
cu.
ft. 8S3 /9Z
Volume at start pumping elevation=====______>
-843t"95
cu.
ft. 8 q-1�510G 6
Required volume to be pumped________________>
-
cu.
Actual volume to be pumped==========________>
cu.
ft.2ZZ 3-1;- 3
Min. thickness of soil liner when required==>
1.7
feet
DESIGNED BY: APPROVED BY:,O&X � J IP,S
DATE: DATE: 7
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: 7/0414e-T Cor
r
dam
DK15

�'.1.,1• � tl f
North Carolina Agricultural Extension Service
Agri. aste Manageimlent
Mofficad aid Agriasw! Nord aa Stye ibp1ty
WUU SWUM o ANUMIS AM og
OF LUM APPZTCATION RAM
James C. Urkss*
A. 8ai-803.14 Lot lire
i. Scraped directly from lot into spreader
a. fm lemisd sgsealder, so' lsct abeet 2 lbs of sum* gnu
lwtiaas usiuSsmillia
ii. Pzm atios�p
a. Collect about 2 lbs of amwe from vmdrr the snstw armat
V. aiv�o3dAng beddi� aatarials and usug mat uic aollsctems.
b.I.iru"NmmmSim
i. Uuder-slotted-floor pi:
a. ftttmW a 1/20 aotaetallic cwaduit open on both ends into
mumn tD pit floor.
b. Seal UMr and of conduit (e.g., by placing a thumb over end
of ooaduit) trapping s ==4 that has catered lower and, "am
cad eWty slurry into plastic hu kot or nog UlUe, container.
c . Take subsamples from 5 or more locatioes or at lwt 1 quart.
d. NIX tad add about 3/4 plat to uo=mtallic aasple ooataiaes.
as, ii . Exterior sbasin or tank
a. Make sac soave No been wll aim& dtlx a ligeid mrAM
-hopper-agitator pulp or pa a0tam.
i. sir s !'boa cent S pit
!� �0e eP Eke, and 91me ft a !bmmft hello,
�� • t. a0 �aulaseal
rr�eM� state gaiweretw a Saimsp. •c.

• AL t.irhment 8
Page Z of 3
II. EMU PtSi'A8A2109 An TRANSM
( A. Place ample into an expandable container that can be au3,ed. Rinse
ruidues from container with clean rater but do not use dWnfeetarts,
soaps, or treat in any other way.
B. pack saWle in ice, refrigerate, freeze, or transfer to lab quickly.
C. nand -delivery is most reliable way of sample transfer.
D..If mailed, protect sample container with packing material such as
newspaper, box or package with wrapping paper, and tape.
E. Commercial sample containers and mailers are also available. Contacts:
i. A&L Eastern Agricultural Lb, Inc. iii. Polyfoam Pactirs Corp,
7621 Vhitepine Road' 2320 S. Foster Avenue
Ricbamd, VA 23237 r flheeling, IL 60090
Ph: [phone] Pat: [phone]
U . Fishes Sateatif is CO. iv. IMSCO
3315 Vinton Road 901 Janes*311e AVen"
$alaiO. RC 17604 Fort At1dason, Y= 53518
Ph: C919)876-2351 Pb: [phone]
F. Pzivato suaiytL al labs an available, but sample are costly.
G. The WCMA provides this service for North Carolina residents.
i. Address: Woseb Catolsaa Dspanwnt of AOsicnitose
Ags+o�nooic Division
P14at/W4ste/801xtion Advisory Section
Blue Ridge Road Canter
P.O. Box 27647
Raleigh, HC 27611
Ph: [phone]
Attn: Dr. Bay Campbe:.l
ii. Forward $4 along with- the sample.
iii. Include the following identification information with sample:
a• Livestock species (dairy, swine, turkey, etc.)
b. Livestock wage (swine -nursery, finishing; turkey -breeders,
..„ brooderhouse, grower, number flocks grown on litter; etc.)
c. Waste type (daisy -lot scraped me=we, liquid slurry; swizz -pit
slurry, lagoon liquid, sludge; broiler-hou" litter, stookpils
iv. Routine analyses performed on all samples: N. P. Z. as. VS, jb.
ro _o ret sbt xas fte
•. Additional analyses performed upon request: W. ib. 04. f. 7b

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 3.5 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
210.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
28.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
140.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
Pik LBS.
APPLY THE FOLLOWING:
3500.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
7.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
350.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.
OK4.

^•. SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 3.5 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
28.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
3500.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
7.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
350.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

fill
SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 48.4 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevationThis temporary
storage, less 25 yr- 24 hr storm, contains cubic feet or
gallons. 2lBBfZ
1037016

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

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.7 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
, r.N perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material Ue - 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-
blished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

UNITED STATES SOIL
DEPARTMENT OF CONSERVATION
AGRICULTURE SERVICE
----------------------------------------------
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION
NAME- Va iu lid--�
------------------------
-------------------
-------------------
TELEPHONE--------------
LOCATION---V\�N -------
_S�l__a�_plswm�_iv�s
------------------
------------------
SIZE OPERATION --{---5_�86---
-r 1 N ILaLdC, -
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY
PRODUCER 2Wa-FT.
IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES----- NO ----
If yes, SCS cannot provide assistance.
IS SITE AT LEAST 100 FT. FROM A "BLUE LINE" ,�
PERENNIAL STREAM? YES----- NO.:.___
If no, site must be relocated.
IS SITE WITHIN 1 MILE ZONING JURISDICTION
OF A MUNICIPALITY? YES----- NO ----
If yes, landowner should consult with local zoning board
about required permits. Permits must be obtained prior
to design approval.
Are utilities in construction area? YES----- NO ----
If yes, see Part 503 of the National Enginearing Manual
and follow policy.
(Copies of maps or other reference materials may be
attached to site evaluation.)
Page 1

A
A
WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY
NON -CROPLAND? YES----- NO-!5� -
If yes, producer must complete a Form AD-1026. ,
WILL ACTION RESULT IN SWAMPBUSTING? YES---- NO ----
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE
PRODUCER TO CONTACT THE US ARMY CORP OF ENGINEERS AND THE
DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF
ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE
ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS,
US ARMY CORP OF ENGINEERS AND NC DIVISION OF ENVIRONMENTAL
MANAGEMENT.
(A copy of AD-1026 and CPA-026 should be attached to
site evaluation.)
OTHER ENVIRONMENTAL FACTORS
IS ENDANGERED AND/OR THREATENED SPECIES HABITAT
PRESENT? YES---- NO ----
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE
PLANNING AREA OR WILL PLANNED,ACTIONS IMPACT ON AN we
ADJACENT NATURAL SCENIC AREA? YES---- NO ----
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE /
PLANNED AREA? YES---- NO ----
ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMPO,�TANT ,
FARMLANDS IN THE OPERATING UNIT? YES---- NO---�--
WILL THE ACTION RESULT IN SODBUSTING? YES---- NO -
If yes to any of these questions, refer to form NC-CPA-16
for policy sources. The form does not need to be
completed.
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER..........
........PREDOMINANT WIND DIRECTION? YES---- NO ----
........POSSIBLE EXPANSION OF TREATMENT
VOLUME FROM 1 CU.FT. UPWARDS TO
3 CU. FT./LB. OF ANIMAL? YES---- NO----
........PRECHARGING LAGOON WITH FRESH
WATER TO AT LEAST 1/2 OF THE
CAPACITY? YES---- NO ----
........USING GOOD SOUND JUDGMENT IN
LAND APPLICATION OF WASTE? YES---- NO ----
Page 2
1)

WASTE MANAGEMENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND, -
APPLY WASTE? YES---- NO ----
IF NO, DOES PRODUCER HAVE ACCESS TO
MORE LAND? YES---- NO ----
IF LAND IS NOT OWNED BY PRODUCER,
CAN PRODUCER GET AGREEMENT ON LAND
ON WHICH TO APPLY WASTE? YES---- NO ----
(Attach Waste Utilization Plan to site evaluation.)
SOIL INVESTIGATION -- VALID ONLY IF
SHEET ATTACHED
IS SOIL SUITABLE FOR LAGOON?
IS A CLAY LINER REQUIRED?
IF YES, IS CLAY AVAILABLE ONSITE?
IS A CORE TRENCH REQUIRED?
(Attach soil investigation sheet to
SOIL INVESTIGATION
YES------ NO- J---
YES------ NO ------
YES ------ NO------
QUESTIONABLE ---� ---
YES------ NO------
site evaluation.)
SITE APPROVED YES--v-- NO------ CONDITIONAL --------
COMMENTS-------------------------------------------------
---------------------------------------------------------
THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND
CONSTRUCTION OF LAGOON CONTINUES IN REASONABLE TIME
PERIOD. UNDUE DELAYS OR HESITANCY IN CONSTRUCTION MAY
REQUIRE THAT SITE LALUATION BE INVALIDATED.SIGNATU-� . ----- DATE ----------
Page 3
i)

r SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
aource Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production 1 ! Vegetative or wooded buffers;
l l Recommended best management
/p racnces;
IN Good iudcment and common
Animal body surfaces Dirty manure -covered animals aeOry floors
Floor surfaces Wet manure -covered floors pq Slorred floors;
Q/Waterers located over slotted floors;
1 1 Faedars at high and of solid floors;
(! Scrape manure buildup from floors;
() Underfloor ventilation for drying
Manure collection pits
Urine
W'Fraquent manure removal by flush,pit
recharge,or scrape
Parital micorbial decomposition
11 Uncar':oor ventilation
Ventilation exhaust fans
Volatile gases;
Fan maintenance;
Dust
P/E?ficiert air movement
Indoor suraces
Dust
( ,asrcown between groups of animals
f Fsec acditives;
11 Feaeer covers;
O Fsec ❑e6very downspout extenders to
feeeer .avers
opi :ar.cs
Agitation of recycled lagoon
1 1 F?usr :ar.K covers
liquid whiles tanks are filling
(! Ex:e-c `ill lines to near bortom of
;arks with anti -siphon vents
Fiush alleys
Agitation during wastewater
( i Uraar'.00r flush with underfloor
conveyanance
ver:da:ion
Pit recharge paints Agitation of recycled lagoon () Ex:enc rechard lines to near bottom of
liquid while pits are filling pits with anti -siphon vents
Lift stadcns Agitation during sump tank filling (i Sump tank covers
and drawdown
CU:aide cram collection Agitation during wastewater (1 Box avers
or junction boxes conveyance
End of draincipes at lagoon Agitation during wastewater (1 Exterc discharge point of pipes
underneath lagoon liquid level
Lagoon sar:-aces Volatile gas emissions
(*fPrcoer lagoon liquid capacity
Biological mixing
(! Carrec: !agoon startup procedures
Agitation
( ))/Minimum surface area -to -volume ratio
(N �•Aimmum agitation when pumping
( ) Meahanical aeration
( I Proven biological additives
Irn;=_: o- scrr,der nozzles High pressure agitation y rnga:e In dry days with little or no wird
Wind drat: (7/h;in,—_m recommended operation pressure
:r:ake near (agoon liquid surface
I I Por^c .'-= second -stage lagoon

F lye -,anK at casin Partial microbial decomposition
( I Bottcm ar midlevel loading
surface Mixing while filling
( 1 Tank covers
Agitation when emptying
(1 Basin surface mats of solids
(1 Proven bioiogical additives or oxidants
Settling basin surface Partial micobial decomposition
(1 Extend drainpipe outlets underneath liquid
Mixing while filling
level
Agitation when emptying
(1 Remove settled solids regularly
Manure, slurry or sludge
Agitation when spreading
( ) Soil injection of slurry/sludges
spreader cutlets
Volatile gas emissions
( I Wash residual manure from spreader after use
( ) Proven biological additives or oxidants
Uncovered manure, slurry
Volatile gas emissions while drying
(I Sail infection of slurry/sludges
or sludge on field surfaces
I) Sail incorporation within 48 hours
() Spread in thin uniform layers for rapid drying
() Proven biological additives or oxidants
Dead animais
Carcass decomposition
Proper disposition of carcasses
Dead arimai disposal
Carcass decomposition
(1 Compiete covering of carcasses in burial pits
pits
(I Prober location/construction of disposal pits
Incinerators
Incomplete combustion
I ) Secorcary stack burners
Standing waver around Improper drainage (ecrace ar.c landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
r1re iracitad onto public Poorly maintained access roads Farm access road maintenance
1, s :rom farm access
Additional Information: Available From
Swine Manure Management: 0200 RUIe,BMP Packet NCSU-County Extension Ce.rer
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine ?roduction Facility Manure Management-. Pit Recharge —Lagoon Treatment-, EBA"c 128.88 NCSU-BAE
Swine ?roduc:ion Facility Manure Management-, Underfloor Huse --Lagoon Treatmant; ESAE 129-88 NCSU-SAE
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EEAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment: ESAE Fact Sleet NCSU-BAE
Controiling Colors from Swine Buildings: PIH-33 NCSU-Swine Extension
Environmentai Assuranc Program: NPPC Manual NC Pork Produces Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO1C7, 139S Conference Proceedings F:orida Coocerative Extension
The issues checked (v4erzain to this operation. The landowner;integrator agrees to use sound judgment in applying
Odor ccn;rci messures as practical.
I cerify zhe aforementioned Odor control Best Managment Practices have been reviewed with me.
r
(Landowner Signature)
,c.- c- • 1. 13ec

r INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids (VFiush system is designed and operated
sufficiently to remove accumulated
soilds from gutters as designed.
() Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids Maintain lagoons, settling basins and
Pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6.8 inches over more than
30% of surface.
Excessive Vegetative Decaying vegetation (N"Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along wa:ar's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design, operate and maintain feed systems ie.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
f 1 Clean in; spillage on a routine basis !e.g. 7-10 day
inter+ai during summer; 15-30 day interval during winter).
Feed Stpraga Accumulations of feed residues (lj/Reduce moisture accumulation within anc around
immeciate perimeter of feed storage areas by
insuring crainage away from site and/or providing
adequate containment (e.g.. covered Sin for
brewer's grain and similar high moisture grain
procuc:si.
(I Inspect for and remove or break uo accumulated
solids 7r. filter strips around feed storage as needed.
Animal Holding Areas
r
AMIC--Nave.moer 11, 1996
Accumulations of animal wastes f 1 Eliminate low area that trap moisture aicng fences
and feed wastage and Wter locations where waste accumulates and
and pis-crpance by animals is minimal.
1 1 Maintain ,`ante 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).

(0111�
Manure Handling
t.,, f
Accumulations of animal wastes () Remove spillage on a routine basis (e.g. 7-10 day
Systems
interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
() Provide for adequate drainage around manure stockpiles.
() Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landowner integrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
(Landowner Signature)
For more information contact the Cooperative "Extension Service, Cepartrrent of Entomology, Box 7613, North Caroiina State University, Raiei n. INC
2769E-7313.
AMIC--Ncvember 11, 1996

EMERGENCY ACTION PLAN
PWONINil p q`o S`l4
DIVISION OF WATER QUALITY (DWQ) 910-9*6- /Stir
EMERGENCY MANAGEMNET SERVICES (EMS) 910-.55d -,rA(o
SOIL AND WATER CONSERVATION DISTRICT (SWCD) i0-S52-75C/?
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 9*0-55,E-794.?
COOPERATIVE EXTERSION SERVICE (CES) 7/0-5u -7i4,1
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
effort to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation, this may ore may not be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overlow-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.
r B. Runoff from waste application field -actions include:
a. Immediataly stop waste applica-ion.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses. solid separators -action include:
a. Stop recycle pump.
b. Stop irritation pump.
c. Make sure siphon occurs.
a. Stop all flows in the house, fiusn systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks -possible action:
a. Dig a small sump or ditch from -i-,e embankment to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrovving animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
1

r2
3
4
rd
1
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 notes, 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. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
Contact appropriate agencies
a. During normal business hours call your DWG regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, 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 sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
NRCS office for advice/technical assistance phone number - -.
If none of the above works call 911 or the Sheri"'s Department and explain you
problem to them and ask the person to contact the proper agencies for you.
Contact the contractor of your choice to begin repair or problem to minimize off -
site damage.
a. Contractors Name:
b. Contractors Address
c. Contractors Phone:
Contact the technical specialist who certified the lagoon INKS, Consulting
Engineer, etc.)
a. Name: Warn!:) '5n ncP
b. Phone: 9)0 " 5 7S L3
7. Implement procedures as advised by DWG and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2

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