310352_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
SECENEDKDEQUAve
An 0 9 2019
Animal Waste Management Systems vVlWOW
vs
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 31-0352 Certificate Of Coverage Number: AWS310352
2. Facility Name: Twin Oaks Farm
3. Landowner's Name (same as on the Waste Management Plan): Tony James
4. Landowner's Mailing Address: 138 Corinth Church Rd
City: Rose Hill State: NC Zip: 28458
Telephone Number: 910-271-0067 Ext. E-mail:
5. Facility's Physical Address: Sr 1101 1087 Comwallis Rd
City: Teachev State: NC Zip: 28464
6. County where Facility is located: Duplin
7. Farm Manager's Name (if different from Landowner): James A Knowles
8. Farm Manager's telephone number (include area code): 910-289-2545 Ext.
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
10. Operator Name (OIC): Anthony Joseph James Phone No.: 910-271-0067 OIC #: 1002221
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit:
Operation Types:
Operations Type Allowable Count
Swine - Feeder to Finish 4,848
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses - Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses - Other
Farrow to Finish Milk Cow Pullets Sheep - Sheep
Feeder to Finish Dry Cow Turkeys Sheep - Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultn
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
2322
r I (
t I A
,SW/ k 3 "1
78,408.00
19.50
2325 (il,yi.,J,y�,S
' mot. .e
.14
65,340.00
19.50
3961 J
t•/..q7
A
.-5-- t' y ?'9 k
65,340.00
19.50
MIDDLE (SECONDARY)
/ / 7
Vr
78,408.00
46.00
1JI-P.9,,,j2
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), sit ned by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
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):
�1.X, 4 Jct.-•-s
Name: j7�.t`�jp.�W `.f 6 S+� Title: �`t`f`
Signature: 11 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
Downer
MICHAEL S. REGANcuvoido.��,.
Seemtary
LINDA CULPEPPER NORTH CAROLINA
Director Environmental Quality
February 27, 2019
Tony James
Twin Oaks Farm
138 Corinth Church Rd
Rose Hill, NC 28458
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
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://deu.nc.gov/about/divisions/water-resources/water-quality-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure Your continued coverage under the State Non -Discharge General Permits you must submit an application for
permit coverage to the Division. Enclosed you will find a "Rearrest for Certificate of Coverage Facility Currently Covered b), an
Expiring State Non -Discharge General Permit." The application form must be completed. signed and returned by April 3, 2019.
Please note that ou must include one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Enclosures
cc (w/o enclosures):
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Wilmin ton Regional Office, Water Quality Regional Operations Section
Duplin County Soil and Water Conservation District
AFOG Section Central Files - AWS310352
Murphy -Brown LLC
North Caro'kna Department of Environmental Quality I Division of Water Resources
512 N. Salisbury St. 11636 Mail Servioe Center I Rale;i h, North Carolina 27899-1636
919.707 9000

Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
El
❑ ❑
❑ ❑
Version —November 26, 2018
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 blithe NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opiniontof the State Veterinarian, wouldmake possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be,done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance. _
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of rm Owner/Manager
/A �L
Date
Signature of hnical Specialist Date

4/3/2019
Gogle Maps 1087 Cornwallis Rd
! Friendship Bsptisr Church
1
1087 Comwallis Rd - Google Maps
1087 CornwallIs Road
Google
Imagery ©2019 Google, Map data ©2019 Google 500 ft
https://www.goog!e.com/maps/place/1087+Comwallis+Rd,+Teachey,+NC+28464/@34.7792201, 78.078295,1193m/data=!3m1!1e3!4m5!3m4!1s0x89a... 1/1

Nutrient Management Plan For Animal Waste Utilization
05-23-2016
This plan has been prepared for:
Twin Oaks Farm
Twin Oaks Farm Twin Oaks Farm
138 Corinth Church Rd.
Rose Hill, NC 28458
[phone]
This plan has been developed by:
Greer Moore
Clear Run Farms Consulting Services
PO Box 338
Harrells, N 28444
(910)38556
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.
Date
Signature (manager or producer) Date
This plan meets the minimum staHards and specifications of the U.S. Department of
Agriculture - Natural Resources = nervation Service or the standard of practices
adopted by the Soil and Water servation Commission.
Plan Approved By:
Technical Specialist Si• ature Date
622877 Database Version 3.1 Date Printed: 05-23-2016 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 4,494,096 gals/year by a 4,848
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
10351
Incorporated
17777
Injected
19577
Irrigated
11251
Max. Avail.
PAN (lbs) *
ActualPAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
11,251
,
12683
-1,432
5,066,150
-572,054
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.
622877 Database Version 3.1 Date Printed: 05-23-2016 Source 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
TO
1
14.81
14.81
N/A
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bennudagrass Pasture
6.5 Tons
TO
2
10.16
10.16
N/A
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.5 Tons
TO
3
9.06
9.06
N/A
A
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid. Bermudagrass Pasture
6.5 Tons
TO
4
7.82
7.82
N/A
Goldsboro
Fescue Pasture
4.0 Tons
TO
5
5.12
5.12
N/A
Goldsboro
Small Grain °verseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.5 Tons
PLAN TOTALS:
46.97 46.97
LI
Potential Leachins.
Technical Guidance
2
Low potential to contribute to soluble
nutrient leaching below the root zone.
None
>= 2
i0
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).
622877 Database Version 3.1 Date Printed 5/23/2016
PCS Page 1 of 1
NOTE: Symbol * means user entered data.

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.
aste Utilization Table
Year 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use,
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert,
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
I.iquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
TO
1
S7
Goldsboro
14.81
14.81
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
295.79
0.00
TO
1
S7
Goldsboro
14.81
14.81
Hybrid Bermudagrass Pasture
6.5 Tons
3/1-9/30
*244
0
0
Irrig.
244
97.46
0,00
1,443.44
0.00
TO
2
S7
Goldsboro
10.16
10.16
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0,00
202.92
0.00
TO
2
S7
Goldsboro
10.16
10,16
Hybrid Bermudagrass Pasture
6.5 Tons
3/1.9/30
*244
0
0
Irrig.
244
97.46
0.00
990.23
0.00
TO
3
S7
Goldsboro
9.06
9,06
Small Grain 0verseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19,97
0.00
180.95
0.00
TO
3
S7
Goldsboro
9.06
9.06
Hybrid Bermudagrass Pasture
6.5 Tons
3/1-9/30
*244
0
0
Irrig.
244
97.46
0.00
883.02
0.00
TO
4
S7
Goldsboro
7.82
7.82
Fescue Pasture
4.0 Tons
8/1-7/31
*150
0
0
Irrig.
150
59.92
0.00
468.54
0,00
TO
5
S7
Goldsboro
5.12
5.12
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
102.26
0.00
TO
5
S7
Goldsboro
5,12
5,12
Hybrid Bermudagrass Pasture
6.5 Tons
3/1-9/30
*244
0
0
Irrig.
244
97.46
0.00
499.01
0.00
Total Applied, 1000 gallons
5,066.15
Total Produced, 1000 gallons
4,494.10
Balance, 1000 gallons
-572.05
Total Applied, tons
0,00
Total Produced, tons
0.00
Balance, tons
0,00
Notes: 1. In the tract column, - symbol means leased, otherwise, owned.
2. Symbol * means user entered data.
622877 Database Version 3.1
Date Printed: 5/23/2016
WUT 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
TO
TO
TO
Field
l
2
3
Goldsboro
Goldsboro
Goldsboro
Soil Series
Application Rate
(mches/hour)
0.50
0.50
0.50
Application Amount
(inches)
1.0
1.0
1.0
TO
TO
4
5
Goldsboro
Goldsboro
0.50
0.50
1.0
1.0
622877 Database Version 3.1 Date Printed 5/23/2016
NOTE: Symbol * means user entered data.
IAF Page 1 of l

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
Com 120 bu
Hay 6 ton R.Y.E.
Soybean 40 bu
Maximum
PA-N Rate
lb/ac
150
300
160
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
13.16
26.32
14.04
60.78
30.39
56.98
121.55
60.78
113.96
Minimum Acres
15 Years Accumulation
182.33
91.16
170.93
622877 Database Version 3.1 Date Printed: 05-23-2016 Sludge Page 1 of 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
desiggt 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 Storaae Capacity
Source Name
Start Date
Swine Feeder -Finish Lagoon Liquid
9/1
Plan Year
Month
1
1
1
1
1
1
1
1
1
1
2
3
4
5
6
7
8
9
1 10
Design Storage Capacity (Days)
180
Available Storage Capacity (Days) *
87
76
92
97
130
164
180
180
180
166
1
1
11
12
* Available Storage Capacity is calculated as of the end of each month.
153
132
622877 Database Version 3.1 Date Printed: 05-23-2016 Capacity 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, MRCS 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).
622877 Database Version 3.1 Date Printed: 5/23/2016 Specification Page 1

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 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.
622877 Database Version 3.1 Date Printed: 5/23/2016 Specification Page 2

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.
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. 1f 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.
622877 Database Version 3.1 Date Printed: 5/23/2016 Specification Page 3

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 shalt 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.
REC.EIVEDIMCVEQWWR
APR 092019
gaterOuality
Regional Operations Sect
ion
622877 Database Version 3.1 Date Printed: 5/23/2016 Specification Page 4

Crop Notes
The following crop note applies to field(s): 4
Fescue: Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Moderate to Marginal.
In the Coastal Plain, tall fescue can be planted Sept. 1 to Oct. 15 (best) and Feb. 15 to Mar. 20. For
pure -stand broadcast seedings use 20 to 30 lb/ac., for drilled use 15 to 20 lb/ac_ seed. Use certified seed
to avoid introducing weeds or annual ryegrass. Plant seed 0.25" to 0.5" deep for pure stands, 0.25" in
mixture with clovers_ Tall fescue will tolerate soil wetness but not flooding or prolonged saturation; use
ladino clover for mixtures on these soils. Soil test for preplant and maintenance lime, phosphorus, and
potassium recommendations. Apply 40 to 60 lb/ac nitrogen at planting for pure stands only. Do not apply
N for mixtures with clovers but use proper legume inoculation techniques. Apply 150 to 200 lb/ac. N to
pure -stand fescue for hay production; reduce N rates by 25% for grazing. Apply N Feb. 1 to Mar. 20 and
Aug. 20 to Sept. 30, with equal amounts in each window. Refer to NCSU Technical Bulletin 305
Production and Utilization of Pastures and Forages in North Carolina for additional information or
consult your regional agronomist or extension agent for assistance.
The following crop note applies to field(s): 1, 2, 3, 5
Small Grain: CP, Mineral Soil, low -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.
622877 Database Version 3.1 Date Printed: 05-23-2016 Crop Note Page 1 of 2

The following crop note applies to field(s): 1, 2, 3, 5
Bermudagrass CP, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
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.
622877 Database Version 3.1 Date Printed: 05-23-2016 Crop Note Page 2 of 2

0 160
Feet
640 960 1,280
1 inch equals 400 feet
1 inch equals 400 feet

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTENSION SERVICE (CES)
(910)3.95-3900
[phone]
[phone]
[phone]
[phone]
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wail 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 doe 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.
b.
c.
d.
Stop recycle pump.
Stop irrigation pump.
Close values to eliminate further discharge.
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.
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 kilts ,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 situation.
b. If spill leaves property or enters surface waters, call local_EMS phone number -
c. instruct EMS to contact local Healthbepartment.
d. Contact CES, phone number - -, local SWCD office phone number - - , and
local NRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911 or the Sheriffs Department and explain your
problem to them and ask the 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:
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: M. F`ldyd A,,�s
b. Phone: 910- - . ll'ic
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.
2

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 yr - 24 hr storm for the location and a
heavy rain fadtor. The volume of waste generatdd 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 heavy rain
factor and 25 yr rainfall will not be a factor to consider in an annual
pumping cycle, but this storage volume must always be available.
The waste produced by the animals shall be utilized in accordance with
an approved waste utilization plan. Highly visible markers shall be
installed to mark the upper and lower elevations of the temporary
storage (pumping volume). Pumping shall be done as necessary to
maintain the liquid level between these markers.
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. Before wastes are introduced, the waste treatment lagoon shall be
charged to 1/2 its treatment volume 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 99.50 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 95.20 . This temporary
storage less 25 yr and heavy rain contains 219630 cubic feet or
1642830 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation and
recommended maximum application rate is shown in the waste utilization
plan. 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. Repair areas of the embankment that settle below the design settled
height or areas where cracking, sloughing, or "jug" holes develop.
8. Repair waste inlet pipes that develop cracks or separate at the
joints.
9. Remove undesirable vegetative growth and floating or lodged debris.
10. All surface runoff is to be diverted from the lagoon to stable
outlets when not included as part of the design temporary storage.
11. After five years the waste treatment lagoon shall be checked for
sludge accumulation annually. If sludge has encroached into the
treatment volume, the sludge will be removed and applied at agronomic
rates based on analysis of the sludge. Treatment volume must have
a minimum of 4 feet of depth free of sludgevat all times.
12. In December 1992, the Environmental Management Commission (EMC)
in North Carolina revised water quality regulations that address
animal operations. These rules became effective -on February 1,
1993 (15A NCAC 2H .0200). This animal operation shall be operated
within the requirements of these rules and regulations.
13. Pipes that are used for recycling effluent to use as flush water
and irrigation intakes must be placed 18 inches below the surface and
as far from the inlet discharge pipes as possible in order to provide
a cleaner effluent for flushing and to reduce odors when irrigating on
land. When these pipes are placed through the embankment, they should
be installed no more than two feet below top of embankment and not in
the highest section of fill. The pipe trench shall be compacted with
clayey material or other material as approved by an engineer.

Swine Farm Waste Management Odor Control Checklist
Source
Farmstead
Cause
• Swine production
BMPs to Minimize Odor Site S:ecific Practices
d Vegetative or wooded buffers
�,�comrnended best management practices
ID Oood judgment and common sense
Animal body a Dirty manure -covered 0 Dry floors
surfaces animals
Floor surfaces
• Wet manure -covered floors r1" Sl tied floors
(Waterers located over slotted floors
CI Feeders at high end of solid floors
0 Scrape manure buildup from floors
0 Underfloor ventilation for drying
Manure collection • Urine
pits
• Partial microbial
decomposition
Frequent manure removal by flush, pit recharge,
or scrape
CI Underfloor ventilation
Ventilation exhaust
fans
• Volatile gases
• Dust
"Fan maintenance
'fficient air movement
Indoor surfaces • Dust
Washdown between groups of animals
Cl Feed. additives
CI eder covers
Feed delivery downspout extenders to feeder
covers
Flush tanks
Flush alleys
• Agitation of recycled lagoon Cl „ Gish. tank covers
liquid while tanks are filling ' Extend fill lines to near bottom of tanks with
anti -siphon vents
• Agitation during wastewater ,VUnderfloor flush with underfloor ventilation
conveyance
AMOC - November 11, 1996, page 1

Swine Farm Waste Management Odor Control Checklist
Source Cause_
Pit recharge points • Agitation of recycled lagoon
liquid while pits are filling
BMPs to Minimize Odor
Site Specific Practices
C9 Extend recharge lines to near bottom of pits with
anti -siphon vents
Lift stations • Agitation during sump tank
tilling and drawdown
i Sump tank covers
Outside drain ® Agitation during wastewater ® Box covers
collection or junction conveyance
boxes
End of drainpipes
at lagoon
Lagoon surfaces
• Agitation during wastewater
conveyance
• Volatile gas emissions
• Biological mixing
• Agitation
C] Extend discharge point of pipes underneath
lagoon liquid level
��Proper lagoon liquid capacity
T Correct lagoon startup procedures
l 'rMinimum surface area -to -volume ratio
G iinimum agitation when pumping
CI Mechanical aeration
Ci Proven biological additives
Irrigation sprinkler
nozzles
• High pressure agitation
• Wind drift
Storage tank or • Partial microbial
basin surface decomposition
• Mixing while tilling
• Agitation when emptying
Irrigate on dry days with little or no wind
i< ,inimum recommended operating pressure
roS Pump intake near lagoon liquid surface
a Pump from second -stage lagoon
3 Bottom or midlevel loading
CI Tank covers
0 Basin surface mats of solids
Cl Proven biologic& additives or oxidants
AMOC - November 11, 1996, page 2

Source
Flush gutters
Lagoons and pits • Crusted solids
Insect Control Checklist for Animal Operations
Cause BMPs to Control Insects
Liquid Systems
a Accumulation of solids Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
© .Remove bridging of accumulated solids at
saharge
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 to 8 inches
aver more than 30 percent of surface
Excessive vegetative 4 Decaying vegetation Y Maintain vegetative control along banks of
growth lagoons and other impoundments to prevent
accumulation of decaying vegetative natter along
water 's edge on impoundment's perimeter.
Dry Systems
Feeders _ . Feed spillage d Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
CI Clean up spillage on a routine basis (e.g., 7- to 1.0-
day interval during summer; 15- to 30-clay interval
during winter)
AMIC - November 11,1996, page 1

Insect Control Checklist for Animal Operations
Source
Feed storage
Cause
BMPs to Control Insects Site Specific Practices
0 Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products)
[] Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed
Animal holding areas • Accumulations of animal Ci Eliminate low areas that trap moisture along fences
wastes and feed wastage and other locations where waste accumulates and
' disturbance by animals is minimal
C1 Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed).
Dry manure handling • Accumulations of animal 0 Remove spillage on a routine basis (e.g.,
systems wastes 7- to 10-day interval during summer; 1.5- to 30-day
interval during winter) where manure is loaded for
land application or disposal
0 Provide for adequate drainage around nnanure
stockpiles
0 Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
• Accumulations of feed
residues
For more information contact:
Cooperative Extension Service, Department of Entomology, I3ox, 7613, North Carolina State University, Raleigh, NC 27695-7613,
AMIC - November 11, 1996, page 2

Swine Farm Waste Management Odor Control Checklist
Source
Settling basin surface •
Manure, slurry, or
sludge spreader
outlets
•
•
Cause
Partial microbial
decomposition
Mixing while filling
Agitation when emptying
BMPs to Minimize Odor
0 Extend drainpipe outlets underneath liquid level
0 Remove settled solids regularly
Site Specific Practices
• Agitation when spreading
• Volatile gas emissions
Ci Soil injection of slurry/sludges
® Wash residual manure from spreader after use
O Proven biological additives or oxidants
Uncovered manure,
slurry, or sludge on
field surfaces
• Volatile gas emissions while
drying
d Soil injection of slurry/sludges
0 Soil incorporation within 48 hours
0 Spread in thin unifo.r n layers for rapid drying
CI Pr ven biological additives or oxidants
Dead animals • Carcass decomposition
Dead animal disposal • Carcass decomposition
pits
Incinerators
Standing water
around facilities
Proper disposition of carcasses
© Complete covering of carcasses in burial pits
0 Proper location/construction of disposal pits
• incomplete combustion
• Improper drainage
• Microbial decomposition of
organic matter
Ci S)condaly stack burners
iWorade and landscape such that water drains away
from facilities
Manure tracked onto • Poorly maintained access
public roads from roads
farm access
INVFarm access road maintenance
AMOC - November 11,1996, page 3

Additional Information:
Swine Manure Management; .0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management; Pit Recharge— Lagoon Treatment EBAE 128.88
Swine Production Facility Manure Management: Underfloor 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; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PTt-1-33
Environmental Assurance Program; NPPC Manual
Options for Managing Odor; a. report from the Swine Odor. Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO 107, 1995 Conference Proceedings
ifi
ct
0
aba
Available From:
NCSU, County Extension Center
NCSU— BAE
NCSU— BAE
NCSU— BAE
NCSU BAE
NCSU BAE
NCSU— Swine Extension
INC. Pork Producers Assoc,
NCSU Agricultural Communications
Florida Cooperative Extension.
AMOC -November 11, 1996, page 4

LAGOON DESIGN
Operator KW7-8
County: DUPLIN Date: 07/17/97
Has the site evaluation been completed & approved: N/A
1. AVERAGE LIVE WEIGHT (ALW)
O sows (farrow to finish) x 1417 lbs = 0 lbs
0 sows (farrow to feeder) x 522 lbs = 0 lbs
600 head (finishing only) x 135 lbs = 81000 lbs
O sows (farrow to wean) x 433 lbs = 0 lbs
O head (wean to feeder) x 30 lbs = 0 lbs
Describe other : 0 lbs
Total Average Live Weight = 81000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume =
81000 cubic ft (include
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 61200.0 cubic feet
4. TOTAL DESIGNED VOLUME
0 cu. ft. add. treat. vol.)
Inside top length (feet) 270.0
Inside top width (feet) 250.0
Top of dike elevation'(feet) 103.00
Bottom of lagoon elevation (feet) 89.20
Freeboard (feet) 1.00
Emergency spillway depth of flow(feet) 0.00
Side slopes (inside lagoon) 3.0 : 1
Total design volume using prismoidal formula
SS/END SS/END SS/SIDE SS/SIDE LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 264.0 244.0 12.80
AREA OF TOP
LENGTH * WIDTH =
264.0 244.0
AREA OF BOTTOM
LENGTH * WIDTH
187.2 167.2
AREA OF MIDSECTION
LENGTH * WIDTH * 4
225.6 205.6
64416 (AREA OF TOP)
31300 (AREA OF BOTTOM)
185533 (AREA OF MIDSECTION * 4)
CU. FT. _ (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
64416 185533 31300 2.13
Total Designed Volume Available 599998 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length * Width ) + Surface area of connecting waste facility
270.0 250.0 50051.0
117551.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet
TOTAL DA 117551.0 square feet
Design temporary storage period to be
5A. Volume of waste produced
Describe this area.
180 days.
Feces & urine production in gal./day per 135 lb, ALW 1.37
Volume = 81000 lbs. ALW/135 lbs. ALW * 1.37 gal/da 180 days
Volume = 147960 gals. or 19780.7 cubic feet
513. Volume of excess water
Volume = 543.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 13068.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days evaporation = 13.2 inches
180 days rainfall = 21.7 inches
Volume = 21.7 in * DA / 12 in. per ft. = 212571 cubic feet runoff
Volume = 13.2 in.* lagoon DA/12 in./ft = 129306 cubic feet evap.
Volume =
83265 cubic feet

5D. Volume of 25 year 24 hour stor 7.5 in.
Volume of "Heavy Rain 7.5 in.
Volume = 15.0 inches / 12 inches per foot * DA
Volume = 146939 cubic feet
- 5E. Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A.
5B.
5C.
SD,
5E.
TOTAL
19781 cubic feet
- 13068 cubic feet
83265 cubic feet
146939 cubic feet
98547 cubic feet
361599 cubic feet
6. SUMMARY
Temporary. storage period >.
Rainfall during wettest period of storage==>
Evaporation during storage period
25 year - 24 hour rainfall
Heavy rain >
Freeboard >
Side slopes
Inside top length
Inside top width
Emergency spillway elevation(if planned)===>
Top of dike elevation
Bottom of lagoon elevation
Top of sludge elevation
Total required volume
Actual'design volume
Seasonal high watertable elevation
Stop pumping elev.
Must be > or = to the SHWT elev.
Must be > or = to min. req. treatment
(SHWT)==>
el.>
Min. Required treatment volume
Volume at stop pumping elevation- >
Start pumping elev.
___>
Must be at bottom of F.B. & 25 yr. rainfall
Act. vol. less 25 yr. and heavy rainfall===>
Volume at start pumping elevation ----->
Required volume to be pumped
Actual volume planned to be pumped
>
Min. thickness of soil liner when required=>
7. DESIGNED BY: M.kAa++,sJ FE". APPROVED BY:
DATE: 1 j_t1111
DATE:
180
21.7
13.2
7.5
7.5
1.00
3.0
270.0
250.0
102.00
103.00
89.20
91.50
503799
599998
0.00
95.20
0.00
95.20
81000
150906
99.50
453060
448296
214661
219630
1.9
& heavy
days
inches
inches
inches
inches l
feet .
: 1
feet
feet
feet
feet"'
feet
feet
cu. ft,
cu. ft.
feet
feet
feet
feet
cu. ft.
cu. ft.
feet -
rain
cu.
cu.
cu.
cu.
feet
ft.
ft.
ft.
ft.
*
*

SOIL INVESTIGATION TO DETERMINE SUITABILITY OF LAGOON SIT
Grower's Name
LAR 9 Kn(ew 1 1::-
Date S!i 9197
County DA. Pajz1
State C,
SKETCH OF PROPOSED LAGOON SHOWING WHERE BORINGS WERE MADE
5sz-'1
. c&
LOCA r4 1S IN MI'ooLE A\-2FA or; Fti,6fease,0 L.A+,nrN
Death
.Boring Number •
Ft.
1
2 -
3
4
5
—
6 ..
7
8
9
10
0-1
.sri _ _ 5
SC
•
.
1-2
5C * 2r
.
2-3
SC
3-4
CA_ v Ems+
sr xY
.4-5
el._ 1'''
`Go.v,3c
5-6
CL .,
''
CL.wl[?y, t•
6-7
C.L./ s C
Scicksf
_
7-8
8-9
.5s
so_
9-10
S C
10-11
11-12
12-13
* SHWT (Seasonal High Water Table)
Signature & Title
Date
..7/9/9T

TYPES OF MATERIAL ENCOUNTERED IN BORING
GW
GP
GM
GC
SW
SP
SM
UNIFIED CLASSIFICATION
Well graded gravels; gravel, sand mix
Poorly graded gravels
Silty gravels; gravel -sand -gilt mix
Clayey gravels; gravel -sand -clay mix
Well graded sands; sand -gravel mix
Poorly graded sands
Silty Sands
SC
ML
CL
CH
1VIH
OL
OH
Clayey sands; sand -clay mixtures
Silts; silty, very sands; sandy or clayey silt
CIays of low to medium plasticity
Inorganic clays of high plasticity
Elastic silts
Organic silts and silty clays, low plasticity
Organic clays, medium to high plasticity
I_ Suitable material for liner is available
Remarks:
Yes
2. Explain hazards requiring special attention in design (seepage, spring, rock, etc.)
No
Np Cv�-cct\k_ iZcSrcnacGS ro .'<%1c`39
3. General Remarks: The soil borings for this investigation represent only that particular confined. area. If during t,
construction, different materials are encountered, necessary modifications will be made in design. At the time of certifi-
cation, the waste treatment lagoon must meet all MRCS standards and specifications including liners, side slopes,
compaction, capacity and other requirements.
Depth
Ft.
Boring Number •
11
12
13
14
r
15
16
17
18
19
20
0-1
1-2
2-3
3-4
.
1
1 4-5
3 5-6
I 6-7
1 7-8
18-9
.9-10
i
10-11
! 11-12
12-13 1

HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner Larry Knowles
Estimated Depth of Water to Top of Dam 6' Ft.
County Duplin
Length of Flood Pool 1,000 Ft.
Date of Field Hazard Investigation 5/19/97
Evaluation by reach of flood plain downstream to the point of estimated minor effect from sudden
dam failure.
Reach
Length
1
Ft.
1,000
Width
Ft.
300
Slope Land Use
% Farmland
0-2
Wooded
Kind of
Improvements
None
Est. Elev.
Improvements
. Above
Flood Plain
Est. Elev.
of Breach
Floodwater Above
Flood Plain
+25'
N/A
2
3
Describe potential for loss of life and damage to existing or probable future downstream improvements
for a sudden breach. A sudden failure of the structure will not endanzer life nor cause Significant
damage to buildings. agricultural land, or public roadways. The structure is approximately 700 feet from
an unnamed tributary leading to Rockfish Creek and approximately 1,800 additional feet from SR 1135.
Hazard Classification of Dam (A, B, C) (see NEM-Part 520.21) A
NRCS Dam Classification (I, II, III, IV, V) IV
By
M. Floyd Adams, P
Date 7/6 7/97

NikKE
ADDRESS:
Jimmy -wles
Rt. 1 g x 332A Rose HHi t l
PAGE 2
TYPE AND SIZE
OF OPERATION
CLASS
DESIGNED BY
DATE
APPROVED 13V
DATE
PERMANENT ST0,
2448 Hass x
2448 Topp i r,3
III
Johnny Lanier
135 lbs per has 1 Cu Ft per lb.
TEMPORARY STORAGE
'L. 0 i8 ? b o .. . L5 4. o d �; _ 'r�_ � �_ S f 3 i! i r,� a i '� _ C t! . f '' f f:}' 3 5 t e �� e t" � a',
per 1000 lbs of animal wt. x 180 days
RAINFALL LESS EVAPORATION
ire! X 71400 sq. ft. surface area per 12"per f t
RAINFALL - 25 YR.. 1 DAY STORM
7.5" X 71400 sq. ft. of surface area per 12" per f t.
CUT TO FILL RATIO
1.4: 1
TOTAL STORAGE NEEDED
TOTAL STORAGE AVAILABLE
AMOUNT OF FILL DIKE
PAD
TOTAL
SETTLEMENT 10%
TOTAL A!O! iNT OF FILL
TOTAL EXCAVATION
Mal have: to b+-\ WI �'.�! L J D� +1-t <
ThQ. Wale. rto-t
No u#. a 1;k %es
WiVs
7.30480 Cu Ft
80307 Cu Ft
41650 Cu Ft
44625 Cu Ft
497062 Cu Ft
1 410 Cu Yds
50083::: Cu Ft
1859 Cu Yds
R0400 Cu Ft
' O 1 1 0 0 Cu Ft
281500 Cu Ft
2R1F7,0 Cu Ft
096F0 Cu Ft
11469 Cu Yds
4 7400 Cu Ft
1A'7->>0 Cu Yd.;
St7t c4VT
clue lancb vwne.r s request.
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