520032_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required, by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 52-0032 Certificate Of Coverage Number: AWS520032
2. Facility Name: D&E Swine Farm
3. Landowner's Name (same as on the Waste Management Plan): Rodney D Smith
4. Landowner's Mailing Address: 367 Jonestown Rd
City: Pink Hill State: NC Zip: 28572-8707
Telephone Number: 252-568-3820 Ext. E-mail:
5. Facility's Physical Address: 2010 Hwv 258 S
City: Pink Hill State: NC Zip: 28572
6. County where Facility is located: Jones
7. Farm Manager's Name (if different from Landowner): Rodney D Smith. Sr
8. Farm Manager's telephone number (include area code): 252-568-3820 Ext.
9. Integrator's Name (if there is not an Integrator, write "None"): J C Howard Farms
10. Operator Name (OIC): Rodney D. Smith Sr. Phone No.: 252-521-2787 OIC #: 17302
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit:
Operation Tvnes:
Operations Type Allowable Count
Swine - Feeder to Finish 2,448
Swine Cattle Dry Poultry Other Tvi es
Wean to Finish Dairy Calf Non Laying Chickens Horses - Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses - Other
Farrow to Finish Milk Cow Pullets Sheep - Sheep
Feeder to Finish Dry Cow Turkeys Sheep - Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

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)
PRIMARY
/ 19 1
CLa y
504,760.00
19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed br the owner and a certified technical specialist containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: Title:
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

ROY COOPER
Governor
MICHAEL S. REGAN
Secretory
LINDA CULPEPPER
DInector
NORTH CAROLINA
Environmental Quality
February 27, 2019
Rodney D Smith
D&E Swine Farm
367 Jonestown Rd
Pink Hill, NC 28572-8707
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
RECEIWEZE
APR 10 2019
WaterQAentv
Qperetlonss Se fop
Your facility is currently approved for operation under one' of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at https://deq.nc.gov/about/divisions/water-resources/wateNualio -r gonal-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure k our continued coverage under the State Non -Discharge General Permits, you must submit an application for
permit coverage to the Division. Enclosed . ou will find a "Request for Certificate of Coverage Facilio Currentl) Covered b) an
Expiring State Non -Discharge General Permit." The application form must be completed. siened and returned b% April 3. 2019.
Please note that you must include one 11) con of the Certified Animal Waste Management Plan (CAWMP) with the
completed and siened application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Enclosures
cc (w/o enclosures):
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Washington Regional Office, Water Quality Regional Operations Section
Jones County Soil and Water Can atiori strict
AFOG Section Central Files-(AWS520032)
J C Howard Farms
North Cara na Departr:.erst of Er.irori 'erts as ty 1 D'%'a:ar. ©fW'ater Resources
812 N_ Ss slat iy St. 1 16'36 N'e' Son, tie Cer er 1 Re e gt , North Car© •a 2769'3-1636
919.737 9300

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.
El El Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
EIRendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
El 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.
El El 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).
El
El Any method which, in the professional opinionkof 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 besdone 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.
a
_61/N2
ut__ SP,
5�e Sig ture of Farm Owner/Manager
Signature of Technical Specialist
Date
Date

Nutrient Management Plan For Animal Waste Utilization
10-21-2011
This plan has been prepared for:
D&E Swine Farm
Rodney Smith
367 Jonestown Rd
Pink Hill, NC 28572
252-568-4705
This plan has been developed by:
David Anderson
Lenoir Soil & Water
2026 Hwy 11/55
Kinston, NC 28504
252-523-7010
riC:J
atA(441)J
Developer 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 (manager or producer)
Date
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:
/o ^L/ — /1
Technical Specialist Signature Date
280680 Database Version 3.1 Date Printed: 10-21-2011 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.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 2,269,296 gals/year by a 2,448
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
5227
Incorporated
8976
Injected
9885
Irrigated
5681
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
5,681
5744
-63
2,294,230
-24,934
Note: In source ID, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
280680 Database Version 3.1 Date Printed: 10-21-2011 . Source Page Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates
are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown, where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
' 105
Zone #1
6.80
6.80
N/A
Norfolk
Hybrid Bermudagrass Hay
6.5 Tons
.
Small Grain Overseed
1.0 Tons
105
Zone #2
3.00
3.00
N/A
Norfolk
Hybrid Bermudagrass Hay
6.5 Tons
—
Small Grain Overseed
1.0 Tons
105 _
Zone #3
6.80
6.80
N/A
Norfolk
Hybrid Bermudagrass Hay
6.5 Tons
Small Grain Overseed
1.0 Tons
PLAN TOTALS:
16.60
16.60
2
Low potential to contribute to soluble
nutrient leaching below the root zone.
None
>= 2
<= 10
Moderate potential to contribute to soluble
nutrient leaching below the root zone.
Nutrient Management (590) should be planned.
> 10
High potential to contribute to soluble
nutrient leaching below the root zone.
Nutrient Management (590) should be planned. Other conservation practices that improve the soils
available water holding capacity and improve nutrient use efficiency should be considered.
Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations (328), Long -Term
No -Till (778), and edge -of -field practices such as Filter Strips (393) and Riparian Forest Buffers
(391).
280680 Database Version 3.1 Date Printed 10/21/2011
NOTE: Symbol * means user entered data.
PCS Page Page 1 of 1

The VA' 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.
Waste Utilization Table
Year 1
Tract
105
Field
Zone # 1
Source
ID
S7
Soil Series
Norfolk
Total
Acres
6.80
Use.
Acres
6.80
Crop
Hybrid Bermudagrass Hay
RYE
6.5 Tons
Applic.
Period
3/1-9/30
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
R
(lb
296
0
105
105
105
105
Zone # 1
Zone #2
Zone #2
Zone #3
S7
S7
S7
S7
Norfolk
Norfolk
Norfolk
Norfolk
6.80
3.00
3.00
6.80
6.80
3.00
3.00
6.80
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
1.0 Tons
6.5 Tons
1.0 Tons
o-
6.5 Tons
10/1-3/31
3/1-9/30
10/1-3/31
3/1-9/30
50
296
50
296
0
0
0
0
105
Zone #3
S7
Norfolk
6.80
6.80
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
Notes: 1. In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
ss.
/A)
0
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
1
Applic.
Method
N
1000
gal/A
Tons
1000 gals
tons
1
Irrig.
296
118.24
0.00
804.00
0.00
1
Irrig.
50
19.97
0.00
135.81
0.00
1
Irrig.
296
118.24
0.00
354.70
0.00
-
Irrig.
50
19.97
0.00
59.92
0.00
Irrig.
296
118.24
0.00
804.00
0.00
Irrig.
50
19.97
0.00
135.81
0.00
Total Applied, 1000
gallons
2,294.23
```"
;',, ,
Total Produced, 1000 gallons
2,269.30
i''y
gallons
Balance, 1000.?S
-24.93
}
gJ,ia` h
lh `
Total Applied, tons
's" +
7i'il)' F,,'
^ .
0.00
Total Produced, tons.,<
>,°;
0.00
Balance, tons
. ,_
y=
0.00
280680 Database Version 3.1 Date Printed: 10/21/2011 WUT Page Page 1 of 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
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
105
Zone #1
Norfolk
0.50
1.0
105
Zone #2
Norfolk
0.50
1.0
105
Zone #3
Norfolk
0.50
1.0
280680 Database Version 3.1 Date Printed 10/21/2011 IAF Page Page 1 of 1
NOTE: Symbol * means user entered data.

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 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150
13.16
30.69
61.38
92.07
Hay 6 ton R.Y.E.
300
26.32
15.34
30.69
46.03
Soybean 40 bu
160
14.04
28.77
57.54
86.31
280680
Database Version 3.1
Date Printed: 10-21-2011 Sludge Page Page 1 of

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 the available storage capacity is greater than the design storage capacity, this indicates that
the plan calls for the application of nutrients that have not yet accumulated. If available storage capacity is negative,
the estimated volume of accumulated waste exceeds the design storage volume of the structure. Either of these
situations indicates that the planned application interval in the waste utilization plan is inconsistent with the
structure's temporary storage capacity.
Available Waste Storage Capacity
Source Name
Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days) *
1
1
60
1
2
43
1
3
23
1
4
56
1
5
88
1
6
121
1
7
153
1
8
180
1
9
150
1
10
130
1
11
111
1
12
80
* Available Storage Capacity is calculated as of the end of each month.
280680 Database Version 3.1 Date Printed: 10-21-2011 Capacity Page Page 1 of 1

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 folder that the producer either owns
or has an agreement for use of adequate land on which to properly apply the
waste. If the producer does not own adequate land to properly dispose of 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 should occur in order
to control odor and ffies.
280680 Database Version 3.1 Date Printed: 10/21/2011 Specification Page 1

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 appliedfrom
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 at agronomic rates in a manner that
causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks,
etc., shall not be discharged into the animal waste management system.
280680 Database Version 3.1 Date Printed: 10/21/2011 Specification Page 2

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 for all other waste shall be maintained for five (5)
years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
280680 Database Version 3.1 Date Printed: 10/21/2011 Specification Page 3

Crop Notes
The following crop note applies to field(s): Zone #1, Zone #2, Zone #3
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 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, 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): Zone #1, Zone #2, Zone #3
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.
280680 Database Version 3.1 Date Printed: 10-21-2011 Crop Note Page Page 1 of 1

USDA United States Department of Agriculture
Farm Service Agency
Grid: RECItiaZl.:MR
APR 1 c 2019
JONES COUNTY FSA
FSN
TRACT 105
Date water
Secti
Disclaimer: Wetland identifiers ;c o nal �ae�it he size,shape or specific determination of the area, Refer to your original deterrttination (CPA-026 and
attached maps) for exact wetland boundaries and determinations, or contact NRCS,

United Slates Soil
Department of Conservation
Agncunure Servsce
OPERATOR: Dv, 61-!,J f )I 1 rv-
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 Soil Conservation Service personnel are in agreement
as to how the waste lagoon is to be constructed. The Soil Conservation
Service personnel will meet with all concerned parties and walk over the
site to explain all flags and markings. It is important that everyone
understand what is expected so that final construction meets plans and
specification and the job can be certified for payment (if cost -sharing
is involved).
The pid dimensions and grades are the best estimate. The BUILDER or
CONTRACTOR is RESPONSIBLE for final layout and design of the pads. The
Soil Conservation Service 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 borrow area.
NOTE: Design Requirement: S1V47AL2cu.ft. i8(o°1S: cu.yds..
Estimate of Excavation: 330/r( cu.ft. )2221 cu.yds.
Estimate of .Pa.d & Dike: 37.2,IS5 Cu.ft. _ ( '7g& cu.yds.
D.&? :_L Ration
Job Class If ]-�%�
Designed By
Name
Date
Design Approval
Name
Date
o TM sae Caneana oe Service
VH a s aq.n y et ,
t)eeaHu,,n, er Aprieveure

\__'tor:Dona id Tay 1or
Jones
Date: 07/17/91
:ancr to nearest residence (other than owner): 1500.0 feet
STEAD/ 6lATE LIVE WEIGHT
0 sowq (farrow to finish)
v s"wn (farrow to feeder)
Z*4; |.r"'/ `finishing only)
, s"on `,arrow to wean)
9 head (wean to feeder)
1417 |bs.
522 |bs.
135 |bs.
433 |bs.
30 |bs.
=
=
=
=
0 |bs
0 |bs
330480 |bs'
0 |bs
0 |bs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 330480 |bs
MIN/MUM xEuUIRED TREATMENT VOLUME OF LAGOON
V"|uwe = 330480 \bs. SSLW x Treatment Vo|ume(CF)/{b. SSLW
Treatment Vo|ume(CF)/|b. SSLW--- 1 CF/|b. SSLW
v.'|"me ` 330480 cubic feet
STwhm VO'-LIME FOR SLUDGE ACCUMULATION
TOTAL 0l:4[001
VOLUME
0.0 cubiu feet
`—' /0".1e top length 260.0 feet ; Inside top width 260.0 feet
in, o' &ike at elevation 50.5 feet
Pr'ph^ar^ 1.0 feet ; Side slopes 3.0 : 1 (Inside lagoon)
Tnua} alesign lagoon liquid level at elevation 49.5 feet
}\'tQum of !ag^oo elevation 39.5 feet
/'enwona| high water table elevation 46.5 feet
|' ' i| design volume using prismoida| formula.
&/ENEl SWENDV SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
'.1) 3.0 3.0 3.0 254.0 254.0 10.0
tnN8TH * WIDTH =
^�4.0 254.0
QN&H * NIDTH =
1�4.w 194.0
AHLA OF MTDSECTION
uN6)H A WIDTH * 4
`Z4'0 224.0
64516.0 (AREA OF TOP)
37636.0 (AREA OF BOTTOM)
200704.0 (AREA OF MIDSECTION * 4)
F�' = LaREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
^45J6.0 200704.0 37636.0 1.7
*~
1'J.111 UF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 504760 CU. FT.

'EMP/'RARy S[URAGE REQUIRED
U:AlNA6E AREA:
a3,'on (top of dike)
Len8ti` * Width =
260.0 260.0 67600.0 square feet
Buildings (roof and lot water)
Longth * Width =
0'0 0.0 0.0 square feet
TOTAL DA 6760010 square feet
Uesian temporary storage period to be 180 days.
Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 330480 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
V^|umn = S0705 cubic feet-
/
V. MUMS of wask water
To/s /s the amount of fresh water used for washing floors or volume
vf fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
»o|ume =
uo/ume =
Volume of rainfall
0.0 gallons/day *
0.0 cubic feet
in excess of evaporation
180 days storaSe/7.48 gallons
per CF
Use period of time when rainfall exceeds evaporation by largest amount.
!80 days excess rainfall
= 7.0 inches
volume = 7.0 in * DA / 12 inches per foot
Vv|ume = 39433.3 cubic feet '

Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Vo|ume ~ 42250.0 cubic feet '
'
TOTAL REQUIRED TEMPORARY STORAGE
5A. 80705 cubic feet
58. 0 cubic feet
50. 39433 cubic feet
5D. 42250 cubic feet
TOTAL 162389 cubic feet
SUMMARY
Tuta| required volume 492869 cubic feet
.utai de5/gn volume avail. 504760 cubic feet
|x.o. req. treatment volume plus sludge accumulation 330480 cubic feet '
' feet ; Volume is 330800 cubic feet pumping)
[otw| design vo/ume less 25yr-24hr storm is 462510 cubic feet
48.8 feet ; Volume is 460341 cubic feet (start pumping)
Seasonal high water table elevation 46.5 feet
DES18HED DY:
APPROVED 8Y:^u/ -
DATE: -,W1r/r/
NOIE; SEE ATTACHED WASTE UTILIZATION PLAN

OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment with minimum c'dor-
control.The time required for the planned fluid level to be
reached may vary due to so i I tend i t i ons, f 1 ush i ng operations, and
the amount of fresh water added to the system.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent runoff fr-orn the field or damage
to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity.to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. So I i ds should be
covered with effluent at all times.
2. The attached waste uti.li ation plan shall be followed. This
plan recommends sampling and testing of waste (see Attachment, 13)
before land application.
3. Begin purnp-out of the lagoon when fluid level reaches eleva-
tion 48.8 as marked by permanent markers. Stop purnp-out when
the fluid level reaches elevation 46.7 or before fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) .
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.4
inch per hour.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fer-t i l i zed as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

SPECIFICATICONS FOR CCONSTRUCTI!JN OF WASTE TREATMENT LAGOONS
iNS
Clearing:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps wi 1 1 be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. Al 1 stumps and roots exceeding one (1)
inch in diameter sha 1 I be removed to a minimum depth of one (1 )
foot. Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly before placement of
embankment material.
Cut-off Trench:
A cut-off trench (when specified) shall be installed as shown in
the plans.
Construction:
Construction of excavated and earthf i 1 1 areas sha l l be performed to
the neat lines and grades as planned. Deviations from this will
require prior" approval of the SCS. EarthfiI1 shall not be placed
An standing water and reasonable compaction of the fills shall be
performed by the construction equipment or sheeps-foc&t ro 1 1 er" during
placement. The embankment of the lagoon shall be installed using
the more impervious materials. Construction of fill heights shall
include ten (10) percent for settlement. To protect against seepage,
when areas of unsuitable material are encountered, they will need to
be excavated a minimum of one (1) foot below grade and bac kf i 1 1 ed and
compacted with a suitable material (ie-CL,SC,CH). Refer to the sails
investigation information in the plans for special considerations.
Precautions should be taken dur" i ng construction to prevent excessive
erosion and sedimentation.
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction.

United States soil
Department of Conservation
Agriculture Sambe
SFFDING RECOMMENDATIONS
ARFA TO BE SEEDED: 2-5 ACRES
USE THR SEED MIXTURE INDICATED:
150 LBS- FERCUE GRASS @ 60 LBS-/ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NQVEM0ER 30
0 LBS' 'PENSACOLA' BAHIA GRASS @ 60 LBS'/ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 30
u LBS' HULLED BERMUDA GRASS @ 8 LBS-/AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0 LBS' RYE GRAIN @ 30 LBS'/ACRE (NURSERY FOR FESCUE)
0 LBS. RYE GRASS @ 40 LBS-/ACRE (TEMPORARY VEGETATION)
SEEDING DATES: [)ECEMBER 1 TO MARCH 30
APP1Y THE FOLLOWING:
7500 LBS' OF 10-10-10 FERTILIZER (1000 LBS'/ACRE)
5 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
250 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE BRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
AU DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLN LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED- APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
nP SIMILAR EQUIPMENT. APPLv MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
� PENSAO] A BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
PFnOUDA �RASB' WHEN USING BAHIA, IT IS RECOMMENDED THAT 6
|'BS''ACRE OF COMMON BERML|QA BE INCLUDED TO PROVIDE COVER
k!NTIL BAHIAGRASS IS ESTABLISHED.
$0�
The Soil Conservation Service
is an agency mthe
Department mAgriculture

NPR 1 2019
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EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ 919-946-6481
EMERGENCY MANAGEMENT SYSTEM 919-448-1221
SWCD 919-448-2731
NRCS 919-448-2731
This plan will be implemented in the event that wastes from
your operation are leaking, overflowing, or running off
site. You should not wait until wastes reach surface waters
or leave your property to consider that you have a problem.
You should make every effort to ensure that this does not
happen. This plan should be posted in an accessible
location for all employees at the facility. The following
are some action items you should take.
1. Stop the release of wastes. Depending on the
situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application field -actions
include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that
caused the runoff.
e. Evaluate the application rates for the fields
where runoff occurred.
C: Leakage from the waste pipes and sprinklers -action
include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to -restarting pumps.

D: Leakage from flush systems, houses, solid
separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or
solid separators.
e. Repair all leaks prior to restarting pumps.
E: Leakage from base or sidewall of lagoon. Often
this is seepage as opposed to flowing leaks -
possible action:
a. Dig a small sump or ditch away 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.
2. Assess the extent of the spill and note any obvious
damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what
duration?
c. Any damage noted, such as employee injury, fish
kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface
waters?
f. Could a future rain event cause the spill to reach
surface waters?
g. Are potable water wells in danger (either on or off
of the property) ?
h. How much reached surface waters?
3: Contact appropriate agencies.
a. During normal business hours, call your DWQ
(Division of Water Quality) regional office; Phone
919-946-6481. After hours, emergency number:919-
733-3942. Your phone call should include: your
name, facility, telephone number, the details of
the incident from item 2 above, the exact location

of the facility, the location or direction of
movement of the spill, weather and wind conditions.
The corrective measures that have been under taken,
and the seriousness of the situation.
b. If spill leaves property or enters surface waters,
call local EMS Phone number 919-448-1221.
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number 919-448-9621, local SWCD
office phone number 919-448-2731, and local NRCS
office for advice/technical assistance phone number
919-448-2731.
4: If none of the above works call 911 or the Sheriff's
Department and explain your problem to them and ask
that person to contact the proper agencies for you.
5: Contact the contractor of your choice to begin repair
of problem to minimize off -site damage.
a. Contractors Name: R - O,
b. Contractors Address: / - / P AL:ep,,'1. 0, a i572.--
c. Contractors Phone: �48•-• 38'R°I
6: Contact the technical specialist who certified the
lagoon (NRCS, Consulting Engineer, etc.)
a. Name: �. �r��tl• ��� fi
b. Phone: ci \ —
7: Implement procedures as advised by DWQ and technical
assistance agencies to rectify the damage, repair the
system, and reassess the waste management plan to keep
problems with release of wastes from happening again.

Swine Farm Waste Management Odor Control Checklist
Source
Cause
IIMI's to Minimize Odor
Site Specific Practices
Eannsteall
• Swine production
Vegetative or wooded buffers;
0 Recommended best management practices;
od judgment and common sense
Animal body surfaces • Dirty manure -covered animals
0 Dry floors
Floor �ItrlilLt'�
• Wet in hire -covered floors
Slotted floors;
t Waterers located over slotted floors;
•eeders at high end of solid floors;
Cl Scrape manure buildup from floors;
0 Underfloor ventilation for drying
hl:u►ura collection pits • !Urine;
• I'aniak microbial decomposition
equent manure removal by flush, pit recharge,
or scrape;
O Underfloor ventilation
Ventilation exhaust fans • Volatile gases;
Dust
dull 11taintenanct ;
0 Efficient air movement
loduur surfaces
• Dust
Washdown between groups of animals;
Cl Feed additives;
O Feeder covers;
Cl Feed delivery downspout extenders to feeder
Covers
Hush tanks
• Agitation of recycled lagoon
liquid while tanks are Tilling
O Flash tank covers;
O Extend fill lines to near bottoms of tanks with
at ...siphon vents
I:luslt alleys
s
• Agitation during wastewater
conveyance
Underfloor flush with underfloor ventilation
lht 1LL11.ac.t' points
• Agitation of -recycled lagoon
liquid while pits are tilling
O Extend recharge lines to near bottom of pits
with anti -siphon vents
1.111 stattoos
• Agitation during sump tack
tilling and drawdown
0 Sulnp rank covers
Outside drain Lullectiuu • Agitation during wastewater
ur luuttiuo loxes conveyance
O (lox covers

(
Source
Standing water around
facilities
Cause
• Improper drainage;
• Microbial decomposition of
organic matter
BMPs Io Minimize Odor
Grade and landscape such that water drains
away from facilities
Site Specific Practices
Manure tracked onto
public roads from farm
access
• Poorly maintained access roads
Farm access road tnaintcnance
Additional information :
Available From :
Swiuc Mauurc lviattagetuent ; 0200 Rule/I3MP Packet
Swine Production Farm Potential Odor Sources and Remedies ; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment ; EJ3AE 128-88
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment ; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage ; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment ; EI1AE Fact Sheet
Controlling Odors from Swine Buildings ; P111-33
Environmental Assurance Program ; NPPC Manual
Options fur Managing Odor ; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies ; PRO 107, 1995 Conference Proceedings
r
NCSIJ, County Extension Center
NCSU - 13AE
NCSU -.i3AE
NCSIJ - 13A1:
NCSIJ - lull:
NCSIJ - 13AE
NCSU - Swine Extension
NC Pork Producers Assoc
NCSU Agri Communications
Florida Cooperative Extension
A A111:• . IJ.wr,e_Iver 1 ii:u•c 5

Insect Control Checklist for Animal Operations
Source
Cause BMPs to Control Insects Site Specific Practices
Liquid Systems
Flush Gutters • Accumulation of solids
lush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
J Remove bridging of accumulated solids at
discharge
I.autnnis and 1'lls • Crusted Solids
O Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -
8 inches over more than 30% of surface.
Excessive Vegetative • Decaying vegetation
t iruwih
v�taintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
Feudal s
• Feed Spillage
Dry Systems
C7 Design, operate and maintain feed systems (e.g.,
blinkers and troughs) to minimize the
accumulation of decaying wastage.
O Clean up spillage on a routine basis (e.g., 7 - 10
day interval during sununer; 15-30 day interval
during wittier).
Feel) Sim ant: • Accumulations of feed residues
O ' Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain,and similar high
moisture grain products).
Cl Inspect Iilr and remove or break up aecuumlaietl
solids in filter strips around fired storage as
needed.

Mortality Management Methods
(check which method(s) are being implemented)
=1 Burial three feet beneath the surface of the around within 24 hours after
knowledge of the death. The burial must be at [east 300 feet from any flowing
Cream or public body of water.
r- Rendering at a rendering plant licensed under G.S. 106-168.7
❑ Complete incineration
O In the case of dead poultry only. placing in a disposal pit of a size and design
approved by the Department of Agriculture
O 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 of the State Veterinarian must be
attached)
I';. 1,'(),,

McLawhorn Livestock
12960 FEED TO FINISH
SWINE FARM
APPROVED ANAEROBIC LAGOON DESIGN
GRID SURVEY
WASTE MANAGEMENT PLAN
RELATED MAPS
DESIGNED BY:
AGRIMENT SERVICES INC.
P.O. BOX 1096
BEULAVILLE, NC 28518
[phone], [phone]

Cfc'ftor;. A
perator:McLawhorn LivestocCounty: Jones
nistance to nearest residence (other
1. AVERAGE LIVE WEIGHT (ALW)
O sows (farrow to finish)
O sows (farrow to feeder)
6480 head (finishing only)
O sows (farrow to wean)
O head (wean to feeder)
Describe other :
than owner):
x 1417 lbs.
522 lbs.
x 135 lbs.
x 433 lbs.
x 30 lbs.
Date: 08/22/96
2500.0 feet
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 874800 lbs. ALW x Treatment
Treatment Volume(CF)/lb. ALW =
Volume = 874800 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet)
Inside top width (feet)
Top of dike elevation (feet)
Bottom of lagoon elevation (feet)
Freeboard (feet)
Side slopes (inside lagoon)
0 lbs
0 lbs
874800 lbs
0 lbs
0 lbs
0
874800 lbs
Volume(CF)/lb. ALW
1 CF/lb. ALW
SLUDGE STORAGE NOT COMPUTED AT
LANDOWNER REQUEST, SLUDGE TO BE
REMOVED AS NEEDED
Total design volume using prismoidal
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2
3.0 3.0 3.0 3.0
AREA OF TOP
LENGTH * WIDTH =
399.0 364.0
AREA OF BOTTOM
LENGTH * WIDTH =
333.0 298.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
366.0 331.0
CU. FT. = (AREA TOP
145236.0
formula
405.0
370.0
48.0
36.0
1.0
3.0 : 1
LENGTH WIDTH DEPTH
399.0 364.0 11.0
145236 (AREA OF TOP)
99234 (AREA OF BOTTOM)
484584 (AREA OF MIDSECTION * 4)
+ (.4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
484584.0 99234.0 1.
Total Designed Volume Available = 1336599 CU. FT.

. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
405.0 370.0 149850.0 square feet
Buildings (roof and lot water)
0.0 square feet
TOTAL DA 149850.0 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
Describe this area.
Volume = 874800 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 1597968 gals. or 213632.1 cubic feet
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 recirculat
the lagoon water are accounted for in 5A.
Volume =
0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 87412.5 cubic feet

Vb. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per
Volume = 93656.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 213632 cubic feet
5B. 0 cubic feet
5C. 87413 cubic feet
5D. 93656 cubic feet
TOTAL 394701 cubic feet
6. SUMMARY
foot * DA
Temporary storage period > 180 days
Rainfall in excess of evaporation > 7.0 inches
25 year - 24 hour rainfall > 7.5 inches
Freeboard > 1.0 feet
Side slopes > 3.0 1
Inside top length > 405.0 feet
Inside top width > 370.0 feet
Top of dike elevation > 48.0 feet
Bottom of lagoon elevation > 36.0 feet
Total required volume > 1269501 cu. ft.
Actual design volume > 1336599 cu. ft.
Seasonal high watertable elevation (SHWT)===> 43.9 feet
Stop pumping elev. > 43.9 feet
Must be > or = to the SHWT elev. > 43.9 feet
Must be > or = to min. req. treatment el.=> 42.0 feet
Required minimum treatment volume > 874800 cu. ft.
Volume at stop pumping elevation > 908007 cu. ft.
Start pumping elev. > 46.2 feet *
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 1242943 cu. ft.
Volume at start pumping elevation > 1221869 cu. ft.
Required volume to be pumped > 301045 cu. ft. *
Actual volume planned to be pumped > 313862 cu. . ;w,.i��*
Min. thickness of soil liner when required==> 1.8 f ` `'••,•
DESIGNED BY: AGRIMENT SERVICES INC. APPROVED BY: i�,,� Jp�•+'
r
DATE: f0 2/ q (, DATE: qvi/lizt
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
s .
1.??0'..filetititte.i.. •
• 4.„,.1
'•• CLYD. E��`�

sa lasIZa1 J. WE C.
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 rainfallwill 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. B#gin temporary storage pump -out of the lagoon when fluid level
reach s the elevation 46.2 as marked by permanent marker. Stop pump-
outyr'en the fluid level reaches elevation 43.9 . This temporary
stprAge, less 25 yr- 24 hr storm, contains 301045 cubic feet or
225814 gallons.

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.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. 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 1.8 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.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts. and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
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.

SEEDING SPECIFICATIONS
AREA TO BE SEEDED: 6.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
360.0 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
180.0 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
0.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
6000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
12.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
600.0 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.

a Jn
/r ��TU
perator:McLawhorn LivestocCounty: Jones Date: 08/22/96
Distance to nearest residence (other
1. AVERAGE LIVE WEIGHT (ALW)
O sows (farrow to finish)
O sows (farrow to feeder)
6480 head (finishing only)
O sows (farrow to wean)
O head (wean to feeder)
Describe other
than owner):
x 1417 lbs.
x 522 lbs.
x 135 lbs.
x 433 lbs.
x 30 lbs.
2500.0 feet
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 874800 lbs. ALW x Treatment
Treatment Volume(CF)/lb. ALW =
Volume = 874800 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet)
Inside top width (feet)
O lbs
O lbs
874800 lbs
O lbs
O lbs
0
874800 lbs
Volume(CF)/lb. ALW
1 CF/lb. ALW
SLUDGE STORAGE NOT COMPUTED AT
LANDOWNER REQUEST, SLUDGE TO BE
REMOVED AS NEEDED
Top of dike elevation (feet)
Bottom of lagoon elevation (feet)
Freeboard (feet)
Side slopes (inside lagoon)
Total design volume using prismoidal
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2
3.0 3.0 3.0 3.0
AREA OF TOP
LENGTH * WIDTH =
559.0 264.0
AREA OF BOTTOM
LENGTH * WIDTH =
493.0 198.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
526.0 231.0
CU. FT. = [AREA TOP +
147576.0
formula
LENGTH
559.0
565.0
270.0
48.0
36.0
1.0
3.0 : 1
WIDTH DEPTH
264.0 11.0
147576 (AREA OF TOP)
97614 (AREA OF BOTTOM)
486024
APR 10 2019
Water Walay
Regional Oearations Section
(AREA OF MIDSECTION * 4)
(4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
486024.0 97614.0 1.
Total Designed Volume Available = 1340559 CU. FT.

. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
565.0 270.0 152550.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 152550.0 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 = 874800 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 1597968 gals. or 213632.1 cubic feet
B. 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 recirculat
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall
= 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 88987.5 cubic feet

7
Volume of 25 year
- 24 hour storm
Volume = 7.5 inches / 12 inches per
Volume = 95343.8 cubic feet
TOTAL
6, SUMMARY
REQUIRED TEMPORARY STORAGE
5A.
5B.
5C.
5D.
213632 cubic
0 cubic
88988 cubic
95344 cubic
feet
feet
feet
feet
TOTAL 397963 cubic feet
foot * DA
Temporary storage period
R
ainfall in excess of evaporation > 180 days
25 year - 24 hour rainfall > 7.0 inches
Freeboard > 7.5 inches
Side slopes > 1.0 feet
Inside top length > 3.0 : 1
Inside top width > 565.0 feet
Top of dike elevation > 270.0 feet
Bottom of lagoon elevation > 48.0 feet
Total required volume > 36.0 feet
Actual design volume > 1272763 cu. ft.
Seasonal high watertable elevation (SHWT)===� 1340559 cu. ft.
Stop pumping elev. 43.9 feet
Must be > or = to the SHWT elev. > 43.9 feet
Must be > or = to min. re > 43.9 feet
Required minimum treatment volumeatment el.=> 42.0 feet
Volume at stop pumping elevation > 874800 cu. ft.
Start pumping elev. > 906443 cu. ft.
Must be at bottom of freeboard & 25 > 46.2 feet
Actual volume less 25 Yr. rainfall
Volume at erl pumping
24 hr. rainfall==> 1245215
Required volume tto benppumped
elevation
Actual volume planned tom bed
pumped
Min. thickness of soil liner when required==>
DESIGNED BY: AGRIMENT SERVICES INC.
DATE: g/-2 /9 Co
APPROVED BY:
DATE: ii3/0/0
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
> 1224072
> 302620
> 317629
1.8
cu. ft.
cu. ft.
cu. ft.
cu. ft.
-cA A 0t•,
o
*

PLANNED
QUANTITY CALCULATIONS
prepared for
McLaw1-io27ri L i r tc
in
Jones County, North Carolina
Designer : AGRIMENT SERVICES Checker
Date : 08/22/96 Date
d:*****************************************************************************
Bot Left Right Off-CL
Width SS SS (ft)
198 3:1 3:1 200.0
198 3:1 3:1 200.0
198 3:1 3:1 200.0
198 3:1 3:1 200.0
-198 3:1 3:1 200.0
198 3:1 3:1 200.0
198 3:1 3:1 200.0
LAGOON EXC. ESTIMATE SEC. B
CL Dist
Sta (ft)
459+.5
5+00
6+00
7+00
8+00
9+00
978+.4
41
100
100
100
100
78
** EXCAVATION **
Area Volume
(SqFt) (Cu.Yds)
1761.2
1632.2
1320.0
1457.1
1208.9
1762.4
1938.1
2545.1
8012.1
13154.9
18091.9
23594.3
28966.9
** FILL **
Area Volume
(SqFt) (Cu.Yds)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0

CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
McLawhorri Livc�s-tock
in
Jones County, North Carolina
Designer : AGRIMENT SERVICES Checker
Date : 08/22/96 Date
************************************************* ****************************
LAGOON EXC PROFILE SEC B
TEMPLATE DATA:
Beginning Elevation = 36
Beginning Station = 0+00
0+00 to 0+00 c\3c1493/3 0.00000 ft/ft
SECTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
0.0 / 47.8 100.0 / 47.0 200.0 / 46.1 300.0 / 45.1 400.0 / 44
500.0 / 43.1 600.0 / 42.0 700.0 / 42.5 800.0 / 41.0 900.0 / 44
1000.0 / 45.6 1050.0 / 45.6

CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
McLawlzorri Livslock
in
Jones County, North Carolina
Designer : AGRIMENT SERVICES Checker
Date : 08/22/96 Date
* k* ** *************************************************************************
LAGOON EXC. ESTIMATE SEC. B
TEMPLATE DATA:
Beginning Elevation = 36
Beginning Station = 459+.5
459+.5 to 978+.4 c\3184c1114/3 0.00000 ft/ft
SECTION NUMBER 1
Centerline Station 459+.5
ORIGINAL DATA:
0.0 / 38.1 100.0 / 41.8 200.0 / 43.5 300.0 / 45.5 400.0 / 47.
SECTION NUMBER 2
Centerline Station 5+00
ORIGINAL DATA:
0.0 / 37.4 100.0 / 41.4 200.0 / 43.1 300.0 / 44.8 400.0 / 46
SECTION NUMBER 3
Centerline Station 6+00
ORIGINAL DATA:
0.0 / 37.0 100.0 / 39.0 200.0 / 42.0 300.0 / 44.0 400.0 / 43
SECTION NUMBER 4
Centerline Station 7+00
ORIGINAL DATA:
0.0 / 37.7 100.0 / 39.4 200.0 / 42.5 300.0 / 44.6 400.0 / 46

LAGOON EXC. ESTIMATE SEC. B (continued) 08/22/96 page 2
^CTION NUMBER 5
Centerline Station 8+00
ORIGINAL DATA:
0.0 / 39.0 100.0 / 38.0 200.0 / 41.0 300.0 / 44.0 400.0 / 47.
SECTION NUMBER 6
Centerline Station 9+00
ORIGINAL DATA:
0.0 / 41.7 100.0 / 43.1 200.0 / 44.5 300.0 / 43.7 400.0 / 45.
SECTION NUMBER 7
Centerline Station 978+.4
ORIGINAL DATA:
0.0 / 42.3 100.0 / 44.2 200.0 / 45.3 300.0 / 44.1 400.0 / 45.

PLANNED
QUANTITY CALCULATIONS
prepared for
McLaw>-iorri L 3.vestocic
in
Jones County, North Carolina
Designer : AGRIMENT SERVICES Checker
Date : 08/22/96 Date
c**********************k*******************************************************
Top Left Right Off-CL
Width SS SS (ft)
15 3:1 3:1 86.0
15 3:1 3:1 86.0
15 3:1 3:1 86.0
15 3:1 3:1 86.0
15 3:1 3:1 86.0
5 3:1. 3:1 86.0
15 3:1 3:1 64.0
15 3:1 3:1 64.0
15 3:1 3:1 114.0
15 3:1 3:1 114.0
15 3:1 3:1 114.0
15 3:1 3:1 114.0
15 3:1 3:1 114.0
15 3:1 3:1 114.0
DIKE FILL ESTIMATE SEC. B
CL Dist
Sta (ft)
0+00
0+65
1+65
2+65
3+65
4+65
7+00
8+00
9+65
10+65
11+65
12+65
13+65
14+30
65
100
100
100
100
235
100
165
100
100
100
100
65
** EXCAVATION **
Area Volume
(SqFt) (Cu.Yds)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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
(SqFt) (Cu.Yds)
171.8
230.2
363.2
334.8
418.7
141.8
62.9
145.2
168.3
140.4
130.8
175.2
90.2
53.1
483.8
1582.7
2875.4
4270.9
5308.8
6199.5
6584.9
7543.1
8114.9
8617.1
9183.8
9675.3
9847.7

CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
Ddc:I_izyk71-1.c>=11.
in
Jones County, North Carolina
Designer : AGRIMENT SERVICES Checker
Date : 08/22/96 Date
******************************************************************************:
DIKE FILL ESTIMATE SEC. B
TEMPLATE DATA:
Beginning Elevation = 48
Beginning Station = 0+00
0+00 to 7+00 d/3c115\3 0.00000 ft/ft
7+00 to 857+.5 d/3c115\3 0.00950 ft/ft
857+.5 to 14+30 d/3c115\3 0.00000 ft/ft
SECTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
0.0 / 44.1 100.0 / 42.5 200.0 / 39.2
SECTION NUMBER 2
Centerline Station +65
ORIGINAL DATA:
0.0 / 43.1 100.0 / 41.4 200.0 / 37.4
SECTION NUMBER 3
Centerline Station 1+65
ORIGINAL DATA:
0.0 / 42.0 100.0 / 39.0 200.0 / 37.0
SECTION NUMBER 4
Centerline Station 2+65
ORIGINAL DATA:
0.0 / 42.5 100.0 / 39.4 200.0 / 37.7
, SECTION NUMBER 5
Centerline Station 3+65

DIKE FILL ESTIMATE SEC. B (continued) 08/22/96 page 2
ORIGINAL DATA:
s�.
0.0 / 41.0 100.0 / 38.0 200.0 / 39.0
SECTION NUMBER 6
Centerline Station 4+65
ORIGINAL DATA:
0.0 / 44.5 100.0 / 43.1 200.0 / 41.7
SECTION NUMBER 7
Centerline Station 7+00
ORIGINAL DATA:
0.0 / 44.5 100.0 / 45.6 200.0 / 46.2
SECTION NUMBER 8
Centerline Station 8+00
ORIGINAL DATA:
0.0 / 43.7 100.0 / 44.2 200.0 / 45.2
„._WCTION NUMBER 9
Centerline Station 9+65
ORIGINAL DATA:
0.0 / 44.5 100.0 / 43.7 200.0 / 45.6
SECTION NUMBER 10
Centerline Station 10+65
ORIGINAL DATA:
0.0 / 41.0 100.0 / 44.0 200.0 / 47.5
SECTION NUMBER 11
Centerline Station 11+65
ORIGINAL DATA:
0.0 / 42.5 100.0 / 44.6 200.0 / 46.2
SECTION NUMBER 12
Centerline Station 12+65
ORIGINAL DATA:
0.0 / 42.0 100.0 / 44.0 200.0 / 43.8
--0ECTION NUMBER 13
Centerline Station 13+65

DIKE FILL ESTIMATE SEC. B (continued) 08/22/96 page 3
`--ORIGINAL DATA:
0.0 / 43.1 100.0 / 45.8 200.0 / 46.6
SECTION NUMBER 14
Centerline Station 14+30
ORIGINAL DATA:
0.0 / 44.1 100.0 / 46.6 200.0 / 49.0

PLANNED
QUANTITY CALCULATIONS
prepared for
McLawticarn L ivestock
in
Jones County, North Carolina
Designer : AGRIMENT SERVICES Checker
Date : 08/22/96 Date
:474
*****4C*'J ***********************hoc*****3e***********9c**3t'Ir*'fi9t*********************
Top Left Right Off-CL
Width SS SS (ft)
560 5:1 .1:1 90.0
560 5:1 .1:1 90.0
--560 5:1 .1:1 90.0
560 5:1 .1:1 90.0
PAD FILL ESTIMATES SEC.B
CL Dist
Sta (ft)
0+00
0+75
1+75
2+65
75
100
90
** EXCAVATION **
Area Volume
(SqFt) (Cu.Yds)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
** FILL **
Area Volume
(SqFt) (Cu.Yds:
3000.1
2488.6
2682.4
2255.3
7623.;
17199.:
25428.1

CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
Mc L awharri L iv@S'to ck
in
Jones County, North Carolina
Designer : AGRIMENT SERVICES Checker
Date : 08/22/96 Date
-r. ************9t***9******************7k***********************3C9C***3cdC**iCdC********
PAD FILL ESTIMATES SEC.B
TEMPLATE DATA:
Beginning Elevation = 49.5
Beginning Station = 0+00
0+00 to +20
+20 to 1+80
1+80 to 2+65
'ECTION NUMBER 1
Centerline Station 0+00
d/5c1560\.1
d/5c1560\.1
d/5c1560\.1
0.00000 ft/ft
0.01500 ft/ft
0.00000 ft/ft
ORIGINAL DATA:
0.0 / 45.2 100.0 / 44.2 200.0 / 43.7 300.0 / 44.0 400.0 / 44.
500.0 / 44.0 600.0 / 44.8 700.0 / 46.6
SECTION NUMBER 2
Centerline Station +75
ORIGINAL DATA:
0.0 / 46.7 100.0 / 45.7 200.0 / 45.6 300.0 / 47.5 400.0 / 46.
500.0 / 43.8 600.0 / 46.6 700.0 / 49.0
SECTION NUMBER 3
Centerline Station 1+75
ORIGINAL DATA:
0.0 / 48.2 100.0 / 47.2 200.0 / 47.3 300.0 / 47.0 400.0 / 46
500.0 / 46.0 600.0 / 48.2 700.0 / 49.5
SECTION NUMBER 4
Centerline Station 2+65
ORIGINAL DATA:
0.0 / 48.0 100.0 / 47.0 200.0 / 48.9 300.0 / 49.0 400.0 / 48
500.0 / 46.9 600.0 / 47.3 700.0 / 49.2

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AGRIMENT SERVICES INC.
Soils Investigation
NAME Acl.awllcr., L •aa DATE Ri/4 :j.4
ADDRESS
LOCATION
WATER TABLE = *
SKETCH OF PROJECT SITE
BORINGS
0-1 CD ® 0 6.rva
Sri Sn
1-2 7kysI — Sc * SUM SM - ._
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Borings made by 8.,k:ho,P Agriment Technician
Remarks:

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