820655_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-Dischatge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to oppose under these State
Non -Discharge General Permits must apply for renewal at least I80 days prior to their expiration date. Therefore, all applications
most be received by the Division of Water Resources by no later than April 3, 2019.
Please do nor leave any question unanswered Please verb all information and make any necessary corrections below.
Application must be signed and dated by the Pmmlttee.
1. Farm Number: 82-0655 Certificate Of Coverage Number: AWS820655
-- 2. Facility Name: TOM 104 Richard Casev
3. Landowner's Name (same as on the Waste Management Plan): theaenh R Casev
4. Landowner's Mailing Address: 10984 Hobbton Hwv
City: 'Clinton State: NC Zip: 28328
Telephone Number 910-594-1269 Ext. E-mail:
5. Facility's Physical Address: 3931 WDawra Rd
City: Never. Grove State: NC Zip: 28366
6. County where Facility is located: Sectors
]. 1. Managers Name (if different from Landowner):
8. Farm Managers telephone number (include area code):
9- Integrator's Name (ifthere is not an Integrator, Write "None"): MurphypBove, LLC -
10. Operator Name(OIC): Joseph RCases Phone No.: 910-594-1269 OIC#: 182
11. Lessee's Name (ifthere is not a Lessee, write "None"):
12. Indicate animal opemtion type and number:
Current Permit: Operations Type Allowable Count
Swine - Wean to Feeder 3,820
Operation Typee
Swine Card. Dev Poultry Other Tvw.
W®nto Finish Dewy Calf Nov Laying Chickens Horses - Horses
Wean to Feeder DairyHelice L,aw Chickens Horses - Other
Farowm Finish Milk Cow Pullets Sheep - Sheep
Feeder to Finish Dry Cow Turkeys Sheep - Other
Dow. to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder BeafPeeder
Boar3tad Beef Broad Cow wet Poultry
Gilts Other Non Laying Pullet
aw, Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data)
Stmdmre
N.
Pztimstd
Date
Soon
Liner Type
(Clay. Synthetic,
Unlus' n)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Sq. Peer)
"net Frceboard
Aedlbie"
(TreW
5SAo57Y
7534
9.00
Mail ore (1) copy of the Certified Animal Waste Mun ge cat Plan (CAWMP) with this completed and.. signed applicatfon
as required by INC General Statutes 143-215.10C(d) tothe address below. -
The CAWMP most include me following components:
1. The mandrecent Waste Utilization Plan(WUP), aimed by the saner andcertified teGlyrdcalsmmialist oontemiu:
a. The method by which waste is applied to the disposal fields (e g. irrigation, injection, etc.)
b. Amap ofevery field wed for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. Ile Realistic Yield Expectmion (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required MRCS Standard specifications
2. A site emplichematic
3. Emergency Action Plan
4. tracer 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=closed updated Mortality Commit Checklist
7. LagooNstomge and capacity documentation (design, . calculations, eta.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hamrd classifications that may be applicable to
ymrfacikty. -
S. Operation and Maintenance Plan
If your CAWMP includes my 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 meddling paper copies of the application package, you cam scan and mind one signed copy of the
appkcafion add a0 the CAWMP items above to: 2019PermrtRenewal@ncdmr gov

I attest the 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 resumed to me a5 incomplete.
Note: In accordance with NC. General Statutes 143-215.6A and: I43-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (I8 U.S.C.
Section 1001 provides a punishment by a fine of not mole than $10,000 or -imprisonment of am more than 5 years, or both for
a similar offenses)
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: OdAW/ /0✓✓ d0l--,T Title: 0(/J%'I.—
Signature: Date: 6— j
Name:
Title:
Signoras:
Date:
N.
Title:
Signature:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWINGADDRESS:
NCDEQ-DWR _. ...
Animal Feeding Operations Program
106 Mail Service Center
Raleigh, North Carolina 27695-1636
Telephone number: [phone]
E-mail: 20191ermitR niewslapnedenr.gov
FORM: RENEWAL-STATEGENERALM 1119

Nutrient Management Plan For Animal Waste Utilization
05-17-2001
This plan has been prepared for:
TDM 104 Richard Casey
Joseph Richard Casey
10884 Hobbton Hwy.
Clinton, NC 28328
910-594-1269
This plan has been developed by:
Doug Niemand
TDMFarms
Box 300
Newton Grove, NC 28366
910-594-021
Dcvclprrer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal waste
utilization plan for the farm named above. I have read and understand the Required
Specifications concerning animal waste management that are included with this plan.
Signature (owner) / Date
Signature (manager or producer)
Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices adopted
by the Soil and Water Conservation Commission.
Plan Approved By: �� '/� -5l7 DI
cal Specialist Signature Date
QR31 Database Version 1.05 Date Printed. 05-17-2001 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S5
Swine Nurse Lagoon Liquid waste generated 729,620 als/ ear b a
3,820 animal Swine Nursery Lagoon Liquid operation. This production
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
1681
Incorporated
2888
Injected
3180
Irrigated
1828
Actual PAN Applied
Year 1
2284
Notes:
In source ID, S means standard source, U means user defined source.
_____________________ ____________
686831 Database Version 1.05 Date_Printed: OS-17-2001_Source Page I

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland
needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements, and proper
timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other
by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to
supply the indicated quantity of nitrogen from each source is also included.
A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides for the utilization of the manure
generated by the operation. Animal operations that generate liquid waste and utilize waste storage facilities (lagoons or holding ponds) may apply more or less waste
in any given year than is annually generated by the facility. In order to determine whether the plan adequately utilizes the waste produced by the facility, the storage
capacity table included in this plan should be reviewed to ensure that the design capacity of the storage facility is not exceeded during the planning period.
Depending on the requirements of the crop and the nutrient content of the waste, some nutrients will likely be over or under applied if animal waste is being utilized.
Waste should be analyzed before each application cycle and annual soil tests are required if animal waste is being applied. Soil tests should be used to balance the
nutrient application amounts with the realistic yields of the crop to be grown. Nutrient management plans may require that the application of animal waste be limited
so as to prevent over application of phosphorous when excessive levels of this nutrient are detected in a field.
Waste Utilization Table
Year 1
Tract
Field
Source
LD.
Soil Series
Total
Acre
Use,
Acres
C
RYE
RYE
Unit
Applic,
Period
Nitrogen
PA
Nutrient
Req'd
Comm.
Pert.
Nutrient
Applied
Res.
(llwA)
N
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
lbs/A
1000ro
al/A
tons
1000 da
tons
5822
1
SS
i Norfolk
94
66
Small Grain Overseed
*1a
Tons
'911-5/31
50
0
0
brig.
50
20.0
0.0
1313
as
5822
1
SS
I Norfolk
9.4
66
Bermuda mss Ha
6.5
Tom
'311-10/31
296
0
0
Irri .
296
118.2
00
779.9
0.0
Lagoon Liquids
Total Applied, 1000 .Ilan,
912
Total Produced, I000 gallons
730
Balance 1000 attains
-182
Manure Solids
ToulA lied, tons
0
Total Produced, tons
I0
Balance tons
I
I
Notes', 1. In the tract column, symbol- means leased, otherwise, owned. 2. Symbol' means rase, entered data.
______________________________________________________________________________________
696831 Database Version 1.05 Date Printed: 0547-2001 W JT Page 1

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration
rate varies with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that
will not result in runoff. This table provides the maximum application rate per hour that may be applied to
each field selected to receive wastewater. It also lists the maximum application amount that each field may
receive in any one application event.
Irrigation Application Factors
Tact
Field Sail stun.
Application Rate
inches@our7
Application Amount
inches
5822
1 NCNaIk
0.50
1 0.96
_..________ g .. 686a]I �I)amOasc Vcnion 1.05 Hate Primed: Os-1]-2001 ]AF 1's e1

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge
utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for
each source, the number of animals in the facility and the plant available nitrogen application rates shown in the
second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the priority
nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since nutrient
levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also be a
concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 al/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
1 10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Nursery Lagoon Sludge - Standard
Com 1206a
150
13.179]2 19.43 29.15
Hay fi tun R.Y.E.
300
26.34 4.86 9.721 14.57
Soybean 40 bn
1601
14.051 9.111 19.221 27.33
_________________________________________________
686831 Database version 1.05 Date Printed: 05-17-2001 Sludge Page 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity
available at the end of each month of the plan. Available storage capacity is calculated as the design storage
capacity in days minus the number of days of net storage volume accumulated. The start date is a value
entered by the user and is defined as the date prior to applying nutrients to the first crop in the plan at which
storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If available storage capacity is negative, the estimated volume of
accumulated waste exceeds the design storage volume of the structure. This indicates that the planned
application interval in the waste utilization plan is inconsistent with the structure's temporary storage
capacity.
Available Waste Storage Canacitv
Source Name
Swine Nursery Lagoon Liquid
Design Storage Capacity (Days)
Start Date
16131
180
Plan Year
Month
Available Storage Capacity (Days)'
1
1
167
1
2
165
1
3
180
1
4
180
1
5
180
1
6
180
1
7
180
1
8
180
1
9
180
1
10
180
1
11
150
1
12
119
` Available Storage Capacity is calculated as of the end of each month.
_.. _ _ _ _........ _____________ -- ._
686831 Database Version 1.05 Date Printed: OS-17-2001 Capacity Page l

NARRATIVE
This plan was written to correspond with a wettable acres determination completed
5/17/01. The application windows for the receiving crops were taken from the original
plan written 1/8/96 by Wilson Spencer.
Do�mo�/
,517ID l

Required Specifications For Animal Waste Management
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 that reaches surface
water is prohibited.
2. There must be documentation in the design fold that the producer either
owns or has an agreement for use of adequate land on which to properly
apply the waste. If the producer does not own adequate land to properly
dispose of the waste, he/she shall provide evidence of an agreement with a
landowner, who is within a reasonable proximity, allowing him/her the use
of the land for waste application. It is the responsibility of the owner of the
waste production facility to secure an update of the Nutrient Management
Plan when there is a change in the operation, increase in the number of
animals, method of application, receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per
year. Waste may be applied to land eroding at more than 5 tons per acre
per year but less than 10 tons per acre per year provided grass Filter strips
are installed where runoff leaves the field (see USDA, NRCS Field Office
Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift from
the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste will
be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone to
flooding (see "Weather and Climate in North Carolina" for guidance).
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate
such that runoff does not occur offsite or to surface waters and in a method
which does not cause drift from the site during application. No ponding
686831 Database Version 1.05 Date Printed: 05-17-2001 Specification Page 1

n should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall events,
or when the soil 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.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not be
applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public
right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or
wetlands by a discharge or by over -spraying. Animal waste may be applied
to prior converted cropland provided the fields have been approved as a
land application site by a "technical specialist". Animal waste shall not be
applied on grassed waterways that discharge directly into water courses,
and on other grassed waterways, waste shall be applied ar agronomic rates
in a manner that causes not runoff or drift from site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
WS31 Database Version 1.05 Date Printed: 05-17-2001 Specification Page 2

system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall
be fenced, as necessary, to protect the vegetation. Vegetation such as trees,
shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at
least annually at crop sites where waste products are applied. Nitrogen
shall be the rate -determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when these
metals approach excessive levels. pH shall be adjusted and maintained for
optimum crop production. Soil and waste analysis records shall be kept
for a minimum of five years. Poultry dry waste application records shall
be maintained for a minimum of three years. Waste application records
686831 Database Version 1.05 Date Printed: 05-17-2001 Specification Page

for all other waste shall be maintained for a minimum of five years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
- - - - - -- -
686831 Database Version 1.05 Uate Printed: OS-17-2001 Specification Page 4

Crop Notes
The following crop note applies to fteld(s): I
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind.
For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a rate of
30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions.
Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced V to 1.5' in row. For
broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of time, phosphorus, potassium and
micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the establishment
year in split applications in April and July. For established stands apply 180 to 240 lb/ac N annually in split
applications, usually in April and following the first and second hay cuts. Reduce N rates by 25% for
grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and Forages in
North Carolina for more information or consult your regional agronomist or extension agent for assistance.
The following crop note applies to field(s): 1
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October
15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each week
seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate
modifications in the current NCSU "Small Grain Production Guide'. Also, increase the initial seeding rate
by at least 10%when planting no -till. Oats should be planted at 2 bushels/acre and rye at 1-1 1/2
bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is essential. Review the
NCSU Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at
planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining
N should be applied during the months of February -March.
68ea3t Database version 1.0f Date Printed: 05-17-2001 Crop Note Page 1

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approved plan will be filed at the farm and a
alter COAserntionn Disstt the office of the local Soil and
trrsicctt.
Sigepsres/(Pf-.r./.a�L,r.,�
SSQnatuzs/t'1_.d / Ds_o:�
Lae m! ar, if different Erma owner iPlease grin[}:
Siprc=s: Date:
Salt, s eberms..its lu:d a IP. raflair" notification or a new..cartift=ion..
(if'vtM approved plan is charmed) to be sabaitt to the DAtitien of
Environmental Managwsryt within 60 days of a title tranjfer.
DEK USE ONLY:AGY£'di

n
USDA -NATURAL RESOURCE CONSERVATIONL kRVICE UNITED STATES
303-D EAST ROWAN STREET - DEPARTMENT OF
PHONE [phone] I AGRICULTURE
--------------------- __________________________________________
OPERATOR:MR.'CASEY
Please review the attached plan apd specifications carefully.
Retain this, plan for your use d records. It is strongly
recommended that you , your contra t r, and the Natural Resource
Conservation Service staff are in agreement as to how the lagoon
is to be constructed. NRCS pers4nel will meet with all
concerned -parties and walk over t'�hha site to explain all flags
and markings. It is important that everyone understands what is
expected so that final constiruction meets plans and
specifications and the job can be ertified for payment (if ACP
cost -share is involved).
The pad dimensions and grades care the best estimate. The
builder or contractor is responsible for final layout and
design of the pads. NRCS personnel will assist ill 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
DESIGN REQUIREMENT:
200574 cu.ft
=
ESTIMATE OF
EXCAVATION:
187974 cu.ft
=
ESTIMATE OF
PAD:
0 cu.ft
=
ESTIMATE OF
DIKE:
0 cu.ft
=
ESTIMATE OF
MATERIAL FOR SANDY -CLAY
LINER:
-
ESTIMATE OF
TOPSOIL REQUIRED:
_
JOB CLASS
1.0 : 1
---
Total Excavation =
.Job Class II
Designed By
�- Design Approval
DOUG NIEMOND L(TDM FARMS)
I
___
NO X
7429 cu.yds
6962 cu.yds
0 cu.yds
0 cu.yds
965 cu.yds
194 cu.yds
6962 cu.yds
12-28-h5
Date
-t 1-C2
Date

iF
Al
F i i x �i3•+

OperstOr:L'asey Swine #2 IFounty: Sampson Date: 12/28/95
Distance to nearest residence (other than owner): 1600.0 feet
~AVERAGE LIVE WEIGHT (AL)
0 sows (farrow to fi ish) x 1417 lbs. = 0 lbs
O sows (farrow to fe der) x 522 lbs. = O lbs
O head (finishing and ) x 135 lbs. - 0 lbs
O sows (farrow to we �i) x 433 lbs. = 0 Its
3840 head (wean to feed t) x 30 lbs. = 115200 lbs
Describe other
Total Average Live Weight = 115200 lbs
2. MINIMUM REQUIRED TREATM T VOLUME OF LAGOON
Volume = 115200 bs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb.-ALW
Volume = 115200 cubic feet JJ
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION1 J ��JI4` 4cCu.+�vlannTiv,.l nJ�' Cu w./1�
Volume = cubic feet
4.. TOTAL DESIGNED VOLUME
-Inside top length (feet)--------------------- 200.0
Inside top width (feet)--------------------- 150.0
Top of dike elevation (feet)----------------- 96.5
Bottom of lagoon elevation (feet)------------ 84.5
Freeboard (feet)-------- ------ 1.0
Side slopes (inside lagoon)------------------ 3.0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 194.0 144.0 11.0
AREA OF TOP
LENGTH * WIDTH =
194.0 144.0 27936 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
128.0 78.0 9984 (AREA OF BOTTOM)
AREA OF MIDSECTION _
LENGTH * WIDTH * 4
161.0 111.0 71484 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
27936.0 71484.0 9984.0 1.8
Total Designed Volume Available = 200574 CU. FT.

S.
TEMPORARY STORAGE REQUIRED
e
i
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width
III
200.0 150.0 30000.0 square feet
Buildings (roof and lot water)
O.O square feet
�11 Describe this area.
TOTAL DA 30000-0 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 = 115200 lbs. ALW/135 lbs. ALW *
1.37 gal/day 180 days
Volume = 210432.9als, or 26132.6 cubic
feet
58.
Volume of wash water -
This is the amount of fresh water used for
washing floors or volume
of fresh water used for a flush system.
Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 768.0 gallons/day *
180 days Storage/7.48 gallons
Volume = 18481.3 cubic .feet
per CF
5C.
Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds
evaporation by largest amount.
160 days excess rainfall =
7.0 inches
Volume = 7.0 in * DA / 12 inches per
foot
Volume = 17500.0 cubic feet

r I
t
50. Volume of 25 year - 24 hour storm
Volume = 7.0 inches 12 inches per foot * DA
�\ Volume = 17500.0 cubic feet
TOTAL REQUIRED TEMPORARY 5''TORAGE -
I
5A. 28133I Pubic feet
5B. 184811 cubic feet
5C. 1750 ubic feet
5D. 1750 cubic feet
TOTAL 81614. (cubic feet
I
6. SUMMARY.
Temporary storage period================- ==> 180 days
Rainfall in excess of evaporation===========> 2.0 inches
25 year - 24 hour rainfall__________________> 7.6 inches
1.Q feet
Side slopes=====________— —___> 3.0 : 1
Inside top length===========================> 200.0 feet
Inside top width==============—===—====-_> 150.0 feet
Top of dike elevation============= ----- =====> 96.5 feet
Bottom of lagoon elevation==================> 84.5 feet
Total required volume=======================> 196814 cu. ft. x
Actual design volume========================> 200574 cu. ft, t
Seasonal high watertable elevation (SHWT)===> 88.0 feet
Stop pumping elev.__________________________> 92.1 feet
Must be > or = to the SHWT elev.==========> 88.0 feet
Must be > or = to min. req, treatment el.=> 90.5 feet
Required minimum treatment volume===========> 115200 cu. ft.
Volume at stop pumping elevation============> 116842 cu. ft.
Start pumping elev.=======------=- ------ —=—> 94.8 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 183074 cu. ft.
Volume at start pumping elevation===========> 181512 cu. ft.'
Required volume to be pumped================> 64114 cu. ft.
Actual volume planned to be pumped==========> 64670 cu. ft.
Min. thickness of soil liner when required==> 1.8 feet
7. DESIGNED BY:.✓��^-^APPROVED BY: e ��
DATE: l��ei .�/SS DATE: �— g
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

OPERATION. AND MAINTENANCE PLAN
to
0 and
planned
NY :vary
amount
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 stormfor the. -location.
The volume of waste generated from -a givennumber ` 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 outletinvert of pipe(s) from
building(s)..If-the outlet pipe is not installed at the elevation to
begin -pumping, apermanent marker must be installed at this elevation
to indicate when:: Pumping should begin, An elevation:. must be established
to stop pining to maintain lagoontreatment depth:'
'Pumping can -be,started :or;stopped at any time between thesetwo'elevations-far operating.. convenience as site conditions Permit,,.such as
u.."-'Weathet, I soils, crop, and equipment in order to apply waste without
d646 for laac ii ng�_
center Pivot, guns, and traveling gun irrigation. Care should be
r taken when applying waste to prevent damage to crops.
TKO 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 94.8 as marked by permanent marker. Stop pump -
out when the fluid lever reaches elevation 92.1 . This temporary
storage, less 25 yr- 24 hr storm, contains 64114 cubic feet or
479572 gallons.

SWEET 4 OF 2..
Ibe recommended maximum,Amount to,apply per irrigation is
inch and the recommended maxl.mum application rate is.0.3
Awfar to. tha` waste,si aNLiaatiom p,}an fpr further ,details.
KeeRvagetation on the.:embankme'ni,and areas adjacent to the
"acxrn *awed azypSkaily. Vagatationra#tauid be fertilized as Headed
to maintain a vigorous staptl. --'
6. Repair any aroded 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 utilizbtion fieldsadjacent to. perennial streams. Waste will
_,'riot be_,appliod in openditches.. Do not pump within 200 feet of a
"realden-a or within 100 feet of a well.. Waste shall be applied in a
manner not to. reach other property and public right-of-ways.
4a T s-Glsaq Water,Act.of-.1977 prohibits .the discharge _of,
j ,.,:po.l, ut9u s...iRtn waters of ,.the United states, .The Department--pf
;Enviroument, Health, and Natural Resources, Division of-Environ-
+ mental Management, has the responsibility for enforcing this law.
r�
IM
r

- - SHEET 1 OF 2 .
_ - i
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 areashouldbe stripped andstockpiledfor use on'
,the dike and pad "areas. -.After stripping,- the foundations area of -the
lagoon embankment and building Pad shall be thoroughly loosened prior I
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, stonesover
6 inches in diameter-, and other objectionable material. To the extent
-_they are. suitable. excavated materials:. can be used as fill_:. The fill
sfiall be brought Up in"approximately horizontal layers not toexceed .9-
inches in thickness when loose and prior to compaction. Each layer
iill,be:.compactedby complete coverage with the hauling and spreading-
equipment or standard tamping roller or other equivalent method.
oti',gA will be considered adequate when material is -observed
` o pl'idate to the point that settlement is not raadlly dater_U
SPECIAL REGUIREMEt7T�5�FOR PLACEMENT OF LINERS IN THE LINER`
SECTION16F THIS SPECIFICATION.. The embankmentof 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 hoight 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 1.8 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
.excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

I �HLtI z trr
Soil liner material shall. come from an approved borrow area. The
minimum water content 4 the liner material .=.hall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will for a ball which does not readily separate.. Water
shall be, added to borrow ,as necessary to insure proper moisture content
during placement of thelliner. The moisture content of -the liner
material shall not be 1pss than optimum water content during placement_
The maximum water content relates to the soil material being too wet.
for efficient use of hagling equipment and proper compaction_ proper
compaction of the liner' includes placement in 9 inch lifts and
compacted to at least 9( percent of the maximum ASTM D698 Dry Unit
Weight, of the liner material. When smooth or hard, the previous lift.
shall be scarified and moistened as needed before placement of the next
lift.
The single most important, factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the wholeplacement and
compaction process. For most clay soils, a tamping or chesPsfoot
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 ehal.l 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. TemPoiary seeding or mulch
shall be used if the recommended permanent_ vegetation is out of season
ta`es for sending. Permanent vegetation ehnuld bC e abl.ish .t 3s soon
as possible during the next, period of approved e.reding dates-
REMOVAL OP EXT5TING T.II-E DRA1N5
Wrrri ile hairs are encLunt_cred_, the tile will be removod to a minimum
01. 10 f= t beyond the outside toe of slope of like. The tila
-I i11 ba backf i I I e,1 and curt acted Uuth ,cod m_ter ial such
CH.

§ a SMEET I OF 2
CTION,y
OF WASTE TREATMENT LAGOONS
-----
�f��LO[tl P sa•s� ::s � ;',:vat:`"" -..
--fie fro;tndat�ri+ =:t _ on embankment arid' building pad -shall be
t ls`saradof ttees4 `F,pgsy s, roots, brush, boulders,sod and rubbish.
Satisfactory d�isPti'3;i.t+`'� `' be made of all debris. The topsoil from
the lagoon anti d be stripped and stockpiled for use on
=:the•di;ke..armF�' stripping, the foundation area of the
lag oon`emban�spad shall be thoroughly loosened prior
to placing. the f3'"'Ti fill material to get a good bond.
EXCAVATXQW-AND- ' N7_
The complatedt�8n. i#�:} •�arthfill shall conform to the lines,
grades, _and el'eusU�irt±as ahoNn'on the plane. Earthfill material shall
�be free' -of matariai,sucfi es -sod, roots, frozen soil, stonesover
6 inches in diamer. , and other objectionable material To the extent
tihey`r sTiiabit',fexd,D'iiatd materials can be used: ftlkThe fill:
`St(a Li $e tsi-ou " ii`appraximately horizontal liyara ndt to exceed 9
iaY thi¢kn fir bocee and ..prior tocompaotiott Each layer
Jli ter
compact kt#ccmPLeta .Coverage with the haulYsand,preading
roller or, other eq4aua3etiiod.
'installed using the Gore impervious materials from the required
excava#lons. Con ructioyi.of .fill heights shall include 5 percent for
settlement. Dikosr64i 15 feet in height andwith an impoundment
capacity of to 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 1.8.ft.
NOTE: LINERS (PARTIAL.. OR. FULL) ARE REQUIRED. WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR.: WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING: CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS -ARE REQUIRED BY THE SOILS REPORT.
when areas of unsuitable material are encountered, they will be over -
excavated below .finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall bebackfilled
as specified to grade with a SCS approved material (is - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE GLANS FOR SPECIAL
CONSIDERATIONS. -

bHttl Z Uh L
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 properemoisture 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 DE98 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 eHtab--
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using Some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when
shown or, 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 an ci_pad to be seeded. Temporary seeding or mulch
sha11 be used if the recommended permanent vegetation is cut. 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 DRAIN
-----------------
When t5le, drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the out r. Gila toe of slope of the dike. - The t le
lranr_h shall be backfilled ,and comp­ctod with good material such as
CL, ur CH.

woo !wo x.00 areo ,
q;w
i- -- ...
- H.44K F k 4•� Lug - Aic EL c 94S
PwL Et :92oe P. IL-u.Po
94.9 0.2�91 [�•: 9V.8
m�
x
94.1 fi
Ee1k.. EL vq.r
fT14-4
94.)
ie4 R.3
91.1
�n
9Y,9. 9Y_IIS >5.4
'i
t.
N
W
C 1 FeJa
�+n9
✓
[t .�PLa
_
5].0
43.9TM
a,i
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v
k
a4:3 yppi
ia1
95.0 93.0 �
R.L1u,..l
C.xy
C.. y S.6.,L. *Z
39Vo N•..t
W.M. {a r-J..
Sala:
I"-10p' -

MAIMMM AMA INOAU00ft
CROPLAND —ACRES PAMAX ACUS
A to L-
WOOOLAMD� ACRES TOTAL. ACRE 3
Pelt&�-G;,SS-
WGRX F0—NSERvA-ncju
3KrrCH OF PROPOUD POND SHOWING W"" BOSINCIS WKM MAD[ AP P._ i
-Wr

,s���ssssYWtAswab
—��
s �•�Aak s•�Iisl
#e•awwsrl~#�tq� W s�•tlk##r�
WIN! oil" sssi; srlld•mw bta
u' MIy M♦d sssi - - - bl • Ilr ssdp br
r -akr .rI i. b..
fc-CW" $so&; owd-c la V-- si-salt ly Ir.
� •S", �!' al •silt
dkfn.lr. )+ri►acb/q Mlt dl•dk Isss
CL-Cbps d !A b ��ysysyr d
0(4wassk cIs" of"itih siel - silty scl y less
IM-klmic silt sd••
OL-0t�tic silts mw silty jays, lea pbstieity sic •sib 4sy !ea
Ofl-Ottissic clays, srWism o high pluticity C-clsyty y
L IiiteWs rYriN for is arulabis
r�.� ,y,.. �j Yss ❑ Yo r/rvi...nw r•w .. uw .wry,
Rau": G 31
i >dpli. hs.d..n.itl.....r.l
Tic, c---•Q
ILL »
lam: TS #OIL 1 anm ■m OR TWO I>#A#'lIYTIO/ .
CONSTRUCTION a2� sT VLT ,I�i case AM. IF #o�p
WW"'CATIa� WILL �SiIJ1L# An , �"Ry
CWTIFIC&TZOK, !�# IY T!II D##XQWW AT
. TB�TnANL OtC####I1IC&TXCM INKS 3= CLAY LI♦gMSLO Y,1W2TM Ci#iCZIT

Y PLAN OF EXCAVATED WASTE STORAGE PIT
NAME: Kie.haJ Cwe4 �Cwc_, Sw�..e. 'f�oi Data: I 15F5S
county: SG� 01�
-r ``
II
Address: ( Ib- WaLlt„✓e Si. MeJo, 6, e N C.
iLVa W
e x swot 3 re l
•3� n a SECT]a— — —— -
,7
f .7 - M. sorm. [LET.
/ LIVEN /
t �
Me bsk far wl� ulaalatlmr)
Bottom
Normal Liquid Level
Storage for normal Preeip.
Maximum Liquid Level
25 yr. Storm Storage
Crest ESM
Nax.Flov Depth
Freeboard
Top of Dam
SyMMARY
Elw. fl4.S
Elw. 94
Elw.
Elw.
—Ft.
Elw. SL..r

TYPICAL VIEW OF A ONE -STAGE LAGOON SYS'CEN
Confinment Ilnildin" I Top Width
Pit
1
Settled
'Cop Elevation
Elevation
Pipo invert
94.8
ss 3 I
,s 3 : 1
'C EN'C
LAGOON
LAGOON
i
la
Depth =
Pipe (Needs to he alcyuntcly
support eel )
Iiott om glevetio,, a�iys
NOTE: RIP -RAP, FLEXIBLE PIPE OR OTHER SUITABLE MATERIAL WILL BE
PLACED AT PIPE OUTLETS TO PREVENT EROSION OF CLAY LINER

*YARDAGE NOT CHECKED BY
SAMPSON NRCS OFFICE
TYPICAL CROSS-9RCFIoN OF
LAODON CONSTRUCTION WITH
PARTIAL CLAY LINER
MIT THICK CLAY LINER l i-
FILLM (MINIMUM) — , FILL —
"WAAGE GROUND I AVERAGE GROUND
EXCAVATE THIS AREA AND
VARIABLE (,�. ! VARIABLE SANDY MATERIAL
SAME MATERIAL ,,. DACKFILL WITH CLAY -�M NO CLAY
00 CLAY
FEET THIC FEET THICK /
CLAY LINER CLAY LINER
EXCAVATE 4.5
SAACC CLAY -COY -- ------ SANDY -CLAY -CLAY
ao ff
AWITIONAL-EXCAVATIppN DUE TO LINERt G74 ff G,pfr4 {+3 a�S YJ,3
S1Ju 4.5/
AVKRACE DEPTH TO CLAY X a FEET THICK X DISTANCE .= CUBIC FEET = CUBIC YARD,
RAN 2.01 X A, A R.IL.., (95By E13) 09 911 F' 27 lc eEEr/cuslc tiA'10 yA
NOTE: WHEN AREAS OF UNSUITABLE MATERIAL ARE ENO WWTERED, THEY HILL NEED TO BE EXCAVATED A MINIMUM OF
FEET BELOW GRADE, BACKFILLED AND COMPACTED WITH A SCS APPROVED MATERIAL (SC, CL, CH).

H
ZONE
r=
ZONE A
AWJ-
ZONE
U ZON
F
ZONE}

UNITED STATES SOIL
DE►ARTMEMT of CONSERVATION
AGRICULTURE Soviet e
-------------------------------------------------------
WASTE MANAGEMENT FACILITY SITE EVALUATION ,
GENERAL INFORMATION
4
_____ _________
__________________�-_-__ _
J_---- SIZE __------ -_ -
SIZE OPEPA.T_ON
LOCATION OATH
DISTANCE FRDJ7„NEAREST RESIDEKCE NOT OWNEDBY
PRODUCER FT.
IS SITE WITHIN S00-YEAR FLOOD PLAIN? YES----- NO-z
if year WM Cement previM S"iseaaee.
IS SITE AT LEAST 100 FT. FROM A "BLUE LINE"
PERENNIAL STREAM? yrS_1/ _ NO: ---
If no, site must be relocated.
IS SITE WITHIN 1 MILE ZONING JURISDICTION
OF A MUNICIPALITY? YES----- N01-
If yes, landowner should consult with local ■oainq board
about required permits. Permits must be obtained prior-�
to design approval.
Are utilities in construction area?
If yes, see Part $ol of the National Enginearing Manual
and follow policy.
(Copies of maps or other reference materials may be
attached to site evaluation.)
Page 1

DS
r WILLSITEINVOLVE CLEARING WOODLAND Op MANY
NON -CROPLAND? I YES-�-- NO
1. If yes, producer must complete a Foim AD-1026.
'.BILL ACTION RESULT IN SWAMPBUSTING? YES---- NO-�-
=F 'WETLANDS ARE IN',OLVED, IT IS THE RiLPONSIBILITY OF THE
PRODUCER TO CONTACT THE US ARMY CORP DF ENGINEERS AND THE
DIVISION OF ENVIRONMENTAL MANAGEMENT Q DETERMINE IF
ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE
ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS,
US ARMY CORP OF ENGINEERS AND NO DIVISION OF ENVIRONMENTAL
MANAGEMENT. i
(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____ !
L5 A DESIGNATED NATURAL SCENIC AREA IN CLL'DED IN THE '
PLANNING AREA OR WILL PLANNED, ACTIONS IMPACT ON AN
ADJACENT NATURAL SCENIC AREA? YES---- NO-4-
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE
PLANNED AREA? YES---- NO-
ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMPORTANT
FARMLANDS IN 'HE OPERATING UNIT? YES---- NOI_
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
VOL',-ME FROM 1 CU.FT. UPWARDS TO _ /
NO
.......?RECHARGING LAGOON WITH FRESH '
WATER TO AT LEAST 1/2 OF THE
CAPACITY? 'i c5 NJ____
........ USING GOOD SOUND JUDGMENT IN /
LAND APPLICATION OF WASTE? 'f ES-"-- NG----
i
Page 2

-
DOES MOOUCER OtNI VIOL" LAND TO M FULY LAND
t APPLY WASTE? 1YES- NC ----
IF NO, DOES PRODUCER HAVE ACCESS TO
MORE LAND? .-5- - 8 ___
IF*LAND IS NOT OWNED BY PR�Pb '-F P.,
CAN PRODUCER GET AGREEMENT! ON LAND
' ON WHICH TO APPLY WASTE? II 'ES---- '"'---
.(Attach Waste Utilisation Phin to site evaluation.)
' I
LLLLLL��-��-I
- 90IL INVIESIOATZON -- VALID OpLY II 802E /NVLSTIGATION
SHEET ATTACRtD
IS SOIL SUITABLE FOR LAGOON? YES--� NO------
IS A CLAY LINER REQUIRED? 1T`
IF 'z ES, IS CLAY n'.'A.:LA3LE 0!;S--1E- •DES-�-_ N.---_.__-
QUES---'ABLE_-_-___-
IS A CORE TRENCH REQUIRED? YES-�- NO------
i tAttach soil iavastigat ion shoot to site evaluation.)
SITE APPROVED YES-'�'- -- NO------ CONCI'IIONAL--------
i
COMMENTS- - ----
- - 4-----------------
---------------------------------------------------------
THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND
CONSTRUCTION OF LAGOON CONTINUES IN REASONABLE TIME
PERIOD. UNDUE DELAYS OR HESITANCY IN CONSTRCCTICN MAY
REQUIRE THAT SITE EVALUATION BE IN'JALIDATEO.
SIGNATURED-�------
Paqe J

u; 5. Department of Ag%4culture NC-ENG-34
soil, Conservation Service September 1980
File Code: 210
- HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner RICHARD CAS,EY. County SAMPSON
-. Community or Group No. - Conservation Plan No.
Estimated Depth of Nat r,to Top of Dam Ft. Length of Flood Pool Ft.
Date of Field Hazard I vl,Astigation 9-26-94
Evaluation by reach of .flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. Elev. :Est. Elevatioi
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements : Above -:Floodwater Abi
1 130 'woods none -
2
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach A sudden failure of structure will not endanger
life or damage public transportation. APPROX. 1600 ft. TO SR 1740 AND 130 ft. TO
TRIB. TO GREAT COHARIE CREEK
Hazard Classification of Dam ('a, b, c) (see NEM-Part 520.21) A
Dam Classification (I, II, III, IV, V) II
By JASON TURNER DIST. TECH.
name (title)
Concurred By
name it e
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date 1-8-96.
Date i — p -26

SEEDING SPECIFICATIONS
----------------------
4EA TO BE SEEDED: 1.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
YY I
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. RYEGRAINAT 30 LBS./ACRE (NURSERY FOR FESCUE)
1
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
.SEEDING DATES: MARCH 15 TO JUNE 15
0.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES:APRIL 1 TO JULY 31
10.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TOMARCH30
40.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30 -
LBS.
APPLY THE FOLLOWING:
1000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
2.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
100.0 BALES OF SMALL GRAIN STRAW (100 SALES/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. -

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
a ,zi
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 beat least one foot above the seasonal
high water table. Attach burial location map and plan.
❑
Landfill at municipal solid waste facility permitted by NC DIED under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
❑ ❑
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
❑ ❑
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Q ❑
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 antNPDES 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.
Signatu�of Farm Orf onager Date
3
Signature of Technical Specialist Date

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) a N 6-/ 4
EMERGENCY MANAGEMNET SERVICES (EMS) - is
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTERSION SERVICE ICES) yia�s9J -sral
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 overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to. contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and'eliminate the reason(s) that 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 irrigation pump.
c. Make sure siphon occurs.
d. Stop all flows in the house, flush 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 the embankment to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
1

2. Assess the extent of the spill and note any obvious damages.
a.
Did the waste reach any surface waters?
b.
Approximately how much was released and for what duration?
c.
Any damage 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?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ 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 - -.
4. If none of the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
�^ 5. 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:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name:-
b. Phone:}-7ecs
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.

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
.,hurts Cause BMP's to Minimize Odor Site Specific Practices
Flush Gutters Accumulation of solids
Flush system is designed am operated
sufficiently to remove accumulated
soilds from gutters as designed.
() Remove bridging of accumulated solids at
tliachar
Lagoons and Pits Created Solids 1 aintein lagoons, settling basins and
pis where peat breeding is apparent to
minimize the amazing of solids to a depth
of no more than &S inches over more than
surface.
Excessive Vegetative Decaying vegetation ( eintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Featlers Food Spillage 0 Design, operate and maintain feed systems (e.a.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
11 Clean up spillage on a routine basis (e.g- 7-10 day
I interval during summer; 15-30 day interval during winter).
tad Storage Accumulations of feed residues I I Reduce moisture accumulation within and around
mediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
I) Inspect for and remove or break up accumulated
solids in filter strips around feed storage as reached -
Animal Holding Areas Accumulations of animal wastes () Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
( 1 Maintain fence rows aid filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
I 'C—November 11, 1996

)ry Manure Handling Accumulations of animal waates 0 Remove spillage on a routine basis (e.g. 7-10 day
system. interval during summer; 15-30 days interval during
winter) where manure is lorded for land application
or disposal.
l•l Provide for adequate drainage around manure stockpiles.
(1 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.
1 certify the aforementioned insect control Best Management Practices have been reviewed with me.
(Landowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology. Box 7613, North Carolina State University, Raleigh, NC
27695-7613.
AMIC—November 11, 1996

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
^Source Cause BMP's to inimize Odor Site Specific Practices
Farmstead Swine production 0-9-9etative er wcoded buffers;
I) Recommended best management
ore as;
( oed judgment and common sense
Floor surfaces Wet manure -covered floors
1,rWetwers located over slatted floors;
0 Feeders at high end of solid floors;
I) Scrape manure buildup from floors;
() Underfloor ventilation for drying
Manure collection pits
Urine
( requent manure removal by flush,pit
recharge,or scrape
Pism.1 mia.miel depomposition
1) Underfloor ventilation
varmliston exhaust fan.
Volatile gases;
(1 JaIntanapae;
Duet
(I.Efficient air movement
Indoor surfaces
Dust
( ashdown between groups of animals
I) Feed additives;
11 Feedar covers;
11 Feed delivery downspout extenders to
feeder cover.
Flush tanks Agitation of recycled lagoon
U Flush tank covers
liquid while. tank. are filling
I) Extend fill lines to near bottom of
tanks with anti -siphon vents
Flush alleys Agitation during wastewater
11 Undemoor flush with underfloor
conveyanence
ventilation
Pit recharge points
Agitation of maycled lagoon
(1 Extend rechaM lines to near bottom of
liquid while pits are filling
pits with anti -siphon vents
lift stations
Agitation during sump ferric filling
1) Sump tank covers
and drawdown
Uutside dram collection
Agitation during wastewater
(1 Sox covers
.,junction boxes
conveyance
End of drainpipes at lagoon
Agitation during wastewater
11 Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces
Volatile gas emissions
( roper lagoon liquid capacity
Biological mixing
(1 Correct lagoon startup pmcedures
Agitation
I) Minimum surface area -to -volume reGo
11 Minimum agitation when pumping
11 Mechanicel ea,.ti.n
1) Proven gical additives
Irrigation sprinkler nozzles
High pressure agitation
1-1'Irrige[e on dry tlaya with little or no wind
Wind draft
(1 Minimum recommended operation pressure
(1 Pump intake near lagoon liquid surface
11 Pump from ....nd-staga lagoon
IOC —November 11, 1996

Storage tank or basin Partial microbial decomposition I ) Bottom or midlevel loading
-urface Mixing while filling ( 1 Tank covers
Agitation when emptying ( I Basin surtxe more of ..lids
1 ) Proven biological additives or oxidame
Settling basin surface
Partial micobial decomposition
() Extend drainpipe outlets underneath liquid
Miring while filling
level
Agitation when emptying
0 Remove settled solids regularly
Manure, slurry or sludge
Agitation when spreading
I ) Soil injection of slurry/aludgee
spreader outlets
Volatile gas emissions
11 Wash residual manure from spreader after use
11 Proven biological additives or oxidants
Urmoyerad manure, slurry
volatile gas emissions while drying
O Soil infection of slurry/sludges
or sludge on field surface.
0 Soil incorporation within" hours
0 Spread in thin uniform layers for rapid drying
11 Proven biological additives or oxidants
Dead animals
Carcass decomposition
roper disposition of cartes...
Dead animal disposal
Carcass decomposition
() Complete covering of carcasses in burial pits
pits
I ) Proper location/construction of disposal pits
Standing water around Improper drainage Grade and landscape such her
facilities Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Poorly maintained access roads 1 arm access road maintenance
,—roads from farm access
Additional Information:
Available From:
Swine Manure Management; 0200 flulelBMP Packet
NCSU-County Extension Center
Swine Production Farm Potential War Sources and Remedies, EBAE Fact Sheet
NCSU-BAE
Swine Production Facility Manure Management: Pit Recharge —lagoon Treatment; EBAE 128-88
NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fluse—Lagoon Treatment; EBAE 129-88
NCSU-BAE
Lagoon Desie and Management for Livestock Manure Treatment and Storage; EBAE 103-83
NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
NCSU-BAE
Controlling Odors from Swine Buildings: PIH-33
NCSU-Swine Extension
Environmental Assumnc Program: NPPC Manual
NC Park Produces Assoc
Options for Managing Odor; a report from the Swine Odor Teak Force
NCSU Agn Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies: PRO107, 1995 Conference Ise .... din's
Florida Cooperative Extension
The issues checked 1 pertain to this operation. The landownerintegrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
���
(Landowner Sign re)
AMOC--November 11, 1996