310239_Permit Renewal Application 2019_20190410

State of North Carolina
Department off 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 Apri13, 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: 31-0239 Certificate Of Coverage Number: AWS310239
2. Facility Name: Melvin Bostic Farm
3. Landowner's Name (same as on the Waste Management Plan): W Melvin Bostic
4. Landowner's Mailing Address: 1200 S Dobson Chapel Rd
City: Magnolia
Telephone Number:
910-296-6203 Lxt.
State: NC Zip: 28453
E-mail: [e-mail]
5. Facility's Physical Address: 1348 S NC 50 Hwy
City: Magnolia State: NC Zip: 28453
6. County where Facility is located: Duplin
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
/ l
9. Integrators Name (if there is not an Integrator, write "None"): Murphy;Bh t,�
fown LLC r i i
10. Operator Name (OIC): William M. Bostic Phone No.: 910-271-9101 OIC #: 17171
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 4,800
Swine Cattle Dry Poultry Other Types
Wean to Finish Daily 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
(9_ S uare Feet)
Design Freeboard
'Redline"
(Inches)
1 (OLD)
`
t
�, .�
77;IOY 00—
19.50
2 (NEW)
t i „`
. P ;._,._
6951.800
27.00
LC . c
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e: The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be
your facility.
8. Operation and Maintenance Plan
accurate and
applicable to
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: MeJV r il/ go 3 ,' Title: (JW,{ier-
Signature: 31, Date: 3 —/f 7'
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
Director
NORTH CAROLINA
Environmental Quality
February 27, 2019
W Melvin Bostic
Melvin Bostic Farm
1200 S Dobson Chapel Rd
Magnolia, NC 28453
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://deq.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 "Request for Certificate of Coverage Facility Currently Covered by an
Expiring State Non -Discharge General Permit." The application form must be completed, signed and returned by April 3, 2019.
Please note that you 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
Wilmington Regional Office, Water Quality Regional Operations Section
Duplin County Soil and Water Conservation District
AFOG Section Central Files - AWS310239
Murphy -Brown LLC
North Carolina Department of Environmental Quality I Division of Water Resources
512 N. Salisbury St. 11636 Mail Service Center I Raleigh, North Carolina 27699-1636
919.707 9000

Operator:Mel Bostic County: Duplin Date: 04/10/97
Has the site evaluation been completed & approved: yes
1. AVERAGE LIVE WEIGHT (ALW)
O sows (farrow to finish) x 1417 lbs. = 0 lbs
O sows (farrow to feeder) x 522 lbs. = 0 lbs
1920 head (finishing only) x 135 lbs. = 259200 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 = 259200 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 259200 cubic ft (includes 0 cu. ft. add. treat. vol.)
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 65280.0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet) 260.0
Inside top width (feet) 260.0
Top of dike elevation (feet) 47.50
Bottom of lagoon elevation (feet) 34.50
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/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 254.0 254.0 12.00
AREA OF TOP
LENGTH * WIDTH =
254.0 254.0
AREA OF BOTTOM
LENGTH * WIDTH =
182.0 182.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
218.0 218.0
64516 (AREA OF TOP)
33124 (AREA OF BOTTOM)
190096 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM]
64516 190096 33124
* DEPTH/6
2.00

Total Designed Volume Available = 575472 CU. FT.
i
h1
/7

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length * Width ) + Surface area of connecting waste facility
260.0 260.0 0.0
67600.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area.
TOTAL DA 67600.0 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 = 259200 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 473472 gals. or 63298.4 cubic feet
5B. Volume of excess water
Volume = 1737.8 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 41817.6 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days evaporation = 0.0 inches
180 days rainfall = 8.5 inches
Volume = 8.5 in * DA / 12 in. per ft. = 47996 cubic feet runoff
Volume = 0.0 in * lagoon DA/12 in./ft = 0 cubic feet evap.
Volume = 47996 cubic feet

5D. Volume of 25 year 24 hour storm 7.5 in.
Volume of "Heavy Rain" 7.5 in.
Volume = 15.0 inches / 12 inches per foot * DA
Volume = 84500 cubic feet
Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A.
5B.
5C.
5D.
5E.
TOTAL
6. SUMMARY
63298 cubic feet
41818 cubic feet
47996 cubic feet
84500 cubic feet
0 cubic feet
237612 cubic feet
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 (SHWT)===>
Stop pumping elev. >
Must be > or = to the SHWT elev. >
180
8.5
0.0
/; 7 . 5
N7.5
- 1.00
3.0
260.0
260.0
46.50
47.50
34.50
36.36
562092
575472
41.50
42.19
41.50
days
inches
inches
inches
inches
feet
: 1
feet
feet
feet
feet
feet
feet
cu. ft.
cu. ft.
feet
feet
feet

Must be > or = .:o min. req. treatment el.=> 40.50 feet
Min. Required treatment volume > 259200 cu. ft.
Volume at stop pumping elevation > 259292 cu. ft.
Start pumping elev. > 45.15 feet *
Must be at bottom of F.B. & 25 yr. rainfall & heavy rain
Act. vol. less 25 yr. and heavy rainfall====> 490972 cu. ft.
Volume at start pumping elevation > 491123 cu. ft.
Required volume to be pumped > 153112 cu. ft. *
Actual volume planned to be pumped > 166366 cu. ft. *
Min. thickness of soil liner when required==> 1.8 feet
7. DESIGNED B . j"T\... APPROVED BY:
DATE: - ((- ? DATE:

31-a9
Version —November 26, 2018
Primary Secondary
Ela
no
7 U
El El
El CI
El El
El
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.
Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinionsof the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• in the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager Date
CL& 04 E'f Z " 3- (8 - 1(i
Signature of Technical Specialist Date

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)
►I
c,o—aiio-al
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.
A.
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.
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 flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s) that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
8

c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. 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 the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice / technical assistance phone number.
4. If none of the above works call 911 or the Sheriff's Department and explain 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 or problem to minimize offsite damage.
a. Contractors Name: —St-Arm Kite -riLk
b. Contractors Address: li c_aVxit5It NC--
c . Contractors Phone: 'f l v - 9, o - l71 5
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: 3iv'nrn'.qI II) nSUc% or Grey\ Su)O.ir
b. Phone: q l Olc A 3,-07e18'i er q, - 69 0 . 27O;1)
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.
9

Nutrient Management Plan For Animal Waste Utilization
11-05-2014
This plan has been prepared for:
Melvin Bostic Farm(31-239)
William Melvin Bostic, Jr.
1200 S Dobson Chapel Rd
Magnolia, NC 28453
910-271-9101
This plan has been developed by:
, Billy W Houston
Duplin Soil & Water Conservation
165 Agriculture Dr.
Suite B
Kenansville, NC 28349
910-296-2120 X-3
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 (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:j20
I e l',1_n�-
Technical Specialist Signature Date
ii/5-tot
382029 Database Version 4.1 Date Printed: 11-05-2014 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 4,449,600 gals/year by a 4,800
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
8020
Incorporated
9625
Injected
9625
Irrigated
8020
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
8,020
11888
-3,868
6,595,271
-2,145,671
Year 2
8,020
13287
-5,267
7,371,185
-2,921,585
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.
382029 Database Version 4.1 • Date Printed: 11-05-2014 Source Page 1 of 1

Narrative
WUP revised to show installation of center pivot on existing spray fields.
382029 Database Version 4.1 Date Printed: 11-05-2014 Narrative 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
3957
6A
0.48
0.48
N/A
Norfolk
Corn, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
3957
6B
1.45
1.45
N/A
Norfolk
Corn, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
3957
7
2.57
2.57
N/A
Norfolk
Corn, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
3957
Pvt- 1
62.10
62.10
N/A
Norfolk
Corn, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
PLAN TOTALS:
66.60
66.60
LI
Potential Leaching
Technical Guidance
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).
382029 Database Version 4.1
NOTE: Symbol * means user entered data.
Date Printed 11/5/2014
PCS Page 1 of 1

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.
waste UL1HLallvu 1au1G ia..a A.
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)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
3957
6A
S7
Norfolk
0.48
0.48
Corn, Grain
115 bu.
2/15-6/30
131
0
*15
Irrig.
116
64.35
0.00
30.89
0.00
3957
6A
S7
Norfolk
0.48
0.48
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
63
34.67
0.00
16.64
0.00
3957
6B
S7
Norfolk
1.45
1.45
Corn, Grain
115 bu.
2/15-6/30
131
0
*15
Irrig.
116
64.35
0.00
93.31
0.00
3957
6B
S7
Norfolk
1.45
1.45
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
63
34.67
0.00
50.28
0.00
3957
7
S7
Norfolk
2.57
2.57
Corn, Grain
115 bu.
2/15-6/30
131
0
*15
Irrig.
116
64.35
0.00
165.39
0.00
3957
7
S7
Norfolk
2.57
2.57
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
63
34.67
0.00
89.11
0.00
3957
Pvt- 1
S7
Norfolk
62.10
62.10
Corn, Grain
115 bu.
2/15-6/30
131
0
*15
Irrig.
116
64.35
0.00
3,996.41
0.00
3957
Pvt- 1
S7
Norfolk
62.10
62.10
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
63
34.67
0.00
2,153.24
0.00
Total Applied, 1000 gallons
6,595.27
Total Produced, 1000 gallons
4,449.60
Balance, 1000 gallons
-2,145.67
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.
382029 Database Version 4.1
2. Symbol * means user entered data.
Date Printed: 11/5/2014
WUT Page 1 of 2

Waste Utilization fable i Ca,
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)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
3957
6A
S7
Norfolk
0.48
0.48
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
brig.
63
34.67
0.00
16.64
0.00
3957
6A
S7
Norfolk
0.48
0.48
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
Irrig.
137
76.01
0.00
36.48
0.00
3957
6B
S7
Norfolk
1.45
1.45
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
63
34.67
0.00
50.28
0.00
3957
6B
S7
Norfolk
1.45
1.45
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
Irrig.
137
76.01
0.00
110.21
0.00
3957
7
S7
Norfolk
2.57
2.57
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
63
34.67
0.00
89.11
0.00
3957
7
S7
Norfolk
2.57
2.57
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
Irrig.
137
76.01
0.00
195.33
0.00
3957
Pvt- 1
S7
. Norfolk
62.10
62.10
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
63
34.67
0.00
2,153.24
0.00
3957
Pvt- 1
S7
Norfolk
62.10
62.10
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
• 137
0
0
Irrig.
137
76.01
0.00
4,719.90
0.00
Total Applied, 1000 gallons
7,371.18
Total Produced, 1000 gallons
4,449.60
Balance, 1000 gallons
-2,921.58
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.
382029 Database Version 4.1 Date Printed: 11/5/2014
WUT Page 2 of 2

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
3957
Field
6A
Norfolk
Soil Series
Application Rate
(inches/hour)
0.50
Application Amount
(inches)
1.0
3957
6B
Norfolk.
0.50
1.0
3957
7
Norfolk
0.50
1.0
3957
Pvt- 1
Norfolk
0.50
1.0
382029 Database Version 4.1 Date Printed 11/5/2014 IAF Page 1 of 1

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.
e
.......... .. .. ... ....�a- - -------
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
Com 120 bu
150
14.69
53.92
107.84
161.76
Hay 6 ton R.Y.E.
300
29.38
26.96
53.92
80.88
Soybean 40 bu
160
15.67
50.55
101.10
151.65
382029 Database Version 4.1 Date Printed: 11-05-2014 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
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.
•
A VCL11UU11i YY
Source Name
UJLV ULVi u.F.v v.,..N.w......
Swine Feeder -Finish Lagoon Liquid
-
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days) *
1
1
28
1
2
70
1
3
109
1
4
149
1
5
180
1
6
180
1
7
149
1
8
118
1
9
141
1
10
155
1
11
170
1
12
180
-
2
1
180
2
2
180
2
3
180
2
4
180
2
5
180
2
6
180
2
7
180
2
8
180
2
9
180
2
10
149
2
11
119
2
12
88
* Available Storage Capacity is calculated as of the end of each month.
---------
382029 Database Version 4.1 Date Printed: 11-05-2014 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, 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).
382029 Database Version 4.1 Date Printed: 11/5/2014 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.
382029 Database Version 4.1 Date Printed: 11/5/2014 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. 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.
382029 Database Version 4.1 Date Printed: 11/5/2014 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 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.
382029 Database Version 4.1 Date Printed: 11/5/2014 Specification Page 4

Crop Notes
The following crop note applies to field(s): 6A, 6B, 7, Pvt- 1
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 6A, 6B, 7, Pvt- 1
Wheat: Coastal Plain, Mineral Soil, medium leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep 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. Adequate depth control when planting the wheat 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 report can also be applied at this time. The remaining
N should be applied during the months of February -March. The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases, insects and weeds are essential for profitable wheat production.
382029 Database Version 4.1 Date Printed: 11-05-2014 Crop Note Page 1 of 2

The following crop note applies to field(s): 6A, 6B, 7, Pvt- 1
Double -Crop Soybeans, Coastal Plain: Mineral soil, medium leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. 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.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
382029 Database Version 4.1 Date Printed: 11-05-2014 Crop Note Page 2 of 2

O.
Source
• Flush Clutters
Insect Control Checklist for Animal Operations
Cnusc IIt11!'s to Control Insects
Liquid Systems
• Accumulation ufsolids O Flush system is designed and operated
I.;;g;nnns ;nil fits • Crusted Solids
Site Specific I'rnctIces
sufficiently to remove accumulated solids from
gutters as designed.
0 Remove bridging of accumulated solids i►I
)j' . ►arge
tir
Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crust' it of solids lo u depth onto more than 6 -
uches over more Ihan 30% of surface.
liACCSsiVC Vegetative • Decoying vegetation
(*nowt!'
Iv1' Maintain vegetative control along hanks of
lagoons anti other impoundments to prevent
accumulation or decaying vegetative matter
along water's edge on impoundment's perimeter.

Swine Farm Waste Management Odor Control Checklist
Faamstcall • Swine piuduction
Animal body surfaces • 1)11ly manure -covered animals
flour sin faces • Wet manure -covered 'lours
a'l;ttlltrc collection pits • urine;
• Partial microbial decomposition
Ventilation callaust lams • Volatile gases;
Dust
Intluorsurfuces • I)osl
IIp1Ps to 1111nhulze Odor Silt: Specific Practices
Itr Vt.tfdative or wooded buffers;
mended best management practices;
Good judgment and common sense
bars
ed floors;
Waterers located over slotted floors;
n Feeders at high end of solid floors;
CI Scrape manure buildup from floors;
CI J ntterfloor ventilation for drying
kl Frequent manure removal by flush, pit recharge,
or scrape;
] Underfloor ventilation
Flush tanks • Agitation of recycled lagoon
liquid %vitile tanks arc tilling
Flush alleys • Agilaliou during wastewater
conveyance
Pit iech;age points • Agitation ofrccycled lagoon
liquid %vitile pits ore tilling
f� ur nulintctrancc;
till'kill air movement
►�Y Washdown between groups of animals;
CI Feed additives;
f-1 Feeder covers;
CI Feed delivery downspoui extenders to feeder
covers
Cl Flush tank covers;
O 'Extend fill Tines to near bottom or tanks with
anti -siphon vents
CI Underfloor flush with underfloor ventilation
Cl Extend rccllnrgc lines to near bottom of pits
%vith anti -siphon vents
it;alum • Agitation during sump talk
filling and drawdotvn
GI Sunup tank covers
Outside drain collection • Agitation during wastewater
or junction boxes conveyance
0 'lox covers
AMCIC - hluvcmht:r 11,1996, 1'u lu

Lind of drainpipes at
lagoon
Lagoon sin faces
Santee
HMI's In Mlnbnize Odor
0 Extend discharge point of pipes underneath
lagoo liquid level
Irrigation sprinkler
ntrules
Cause
• Agitation during wastewater
conveyance
• Vol;tiile gas emissions;
• Biological mixing;
• Agitation
Still tank or basin
surface
Settling basin stir Ibcc
Manure, slurry or sludge
spreader outlets
Uncovered marline,
Site Specific Practices
• I ligh pressure agitation;
• Wind drill
Prope , on liquid capacity;
el lagoon startup procedures;
Minimum surface area -to -volume ratio;
Cl Minimum agitation wlcn.pumping;
Cl Mechanical aeration;
CI Proven biological additives
• Partial microbial decomposition;
• Mixing while filling;
• Agitation when emptying
• Partial microbial decomposition;
• Mixing while filling; •
• Agitation when emptying
• Agitation when spreading;
• Volatile gas emissions
slurry or sludge on field
su►I.tces
Dead animals
Irri on dry days with little or no wind;
tint recommended operating pressure;
Pump intake near lagoon liquid surface;
Cl Pump from second -stage lagoon
Cl l lolton► or midlevel loading;
O Tank covers; •
O Basin surface teals of solids;
CI Proven biological additives or oxidants
O Extend drainpipe outlets underneath liquid
level;
O Remove settled solids regularly
• Volatile gas emissions while
drying
CI Soil injection of slurry/sludges;
Cl Wash•residual manure from spreader after use;
C1 Proven biological additives or oxidants
Dead animal disposal
pits
hacineraturs
• Carcass decomposition
O Suil injection of slurry/sludges
0 Soil ' (corporation tvill►in'111 hrs.;
fl S rear( in thin uniform layers for rapid drying;
Cl 'raven biological additives or oxidants
Proper disposition of carcasses
• Carcass decomposition
CI Complete covering of carcasses in burial pits;
• Proper location/construction nfdisposal pits
• Incomplete combustion •
C1 Secondary stack burners
r•r
•
A&IOC - November 11, 1996, Page �1

act
Slimiling water arllnnd
lacilitics
hlanmre tracked onto
public ru;uls line► farm
access •
CUIISC
• In.........., drainage;
111111's In Minimize Odor
Grade and landscape such that tvatcr drains
• Microbial decomposition of away from f►cilities
organic matter
• Poorly maintained access roads
Farm access road maintenance
Additional Information :
Swine Manure Ivhu,agelncllt ; 0200 Itulc/DMP Pocket
Swine Production Farm Potential Odor Sources and Remedies ; EIME Fact Sheet
Swine Production Facility Manure Management: Pil Recharge-1.Ilgnun Treatment ; I t1AIi 128-88
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment ; rt1A I: 129-88
Lagoon Design and Management lur Livestock Manure Treatment and Storage
Calibration of Mallon: and Wastewater Application Equipment ; IillAE Fact Sheetl]Ali I(17-87
Controlling Odors from Swine Buildings ; P111-77
Environmental Assurance Program ; NPI'C Mammal
Options for Managing Odor ; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies ; PItA107, 1995 Conference Proceedings
. AM(tf; • 141)w:oilier I I, 1996, Page 5
Y
Site Specific Practices
Available From : .
NCS11, County Extension Center
NCSU - IJAll
NCSU - 11AI!
NCSI1 - IIAIi
NCS1J - 11AIi
NCSIJ
NCSU - Swine Extension
NC fork Producers Assoc
NCSIJ Agri Cnnmrnnicallons
Florida Cooperative Extension
•

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 factor. 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 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 45.15 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 42.19 . This temporary
storage less 25 yr and heavy rain contains 166366 cubic feet or
1244418 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 sludge at 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.

Operator:Mel Bostic
County: Dublin
DiLance to net residence (olher Lhan ouner):
rEAOY STATE LIVE WEIGHT
O sows (farrow to finish)
0 sows (farrow to feeder)
head (finishing onLy)
O sows (farrow to wean)
O head (wean to fesder)
1117 Jb..
S22 .1 .
1 E, 1 .
43'3 1 b
30 tbs.
11 /213/91
1000.0 feet
TOTAL STIOY STATi.--. LIVE WEIGHT (SOLL. -
MINIMUM REQUIRED TREATMENT VOLUmE OF LA6000
O 3bs
O lbs
:800 lbs
0 lbs
O ibo
328800 1.
Volume = 3'83800 lbb. SSLW x Treatment Volume{.CF)/lb. OLLJ
Treatment Volume(0F)/113). 1. CE/16.
Volume ,,-- 38E3800 cubic fei?t
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume 0.0 cubic feet ; "Owner requests nb sludge storage.
Sludge will be removed as needed."
TO7AL DE:IGN VOLUME
Inside top length 280.0 ; Inside top width 275.0 feet
Top of dike at elevation 70.3
Freeboard 1,0 feet ; Side slopes 3.0 : 1 (In-:,jde lagoon)
Total design lagoon liquid Level
bottom of lagoon eisb_iation
O2,-.1sonal high water table elevation 15.0 feet
Total design volume using prismoidal formni.
SS/END1
?.0
6S/END2 S2/3I0E1 SS/SIDE2
3.0 3.0
AREA OF TOP
LENGTH k WLDTH
2/1.0 269.0
F, A OF nOTTOM
LENGTH * WIOTH
14.0 300.0
0 I' 0 E TI E
IT • 1
• :1 •••• , (i)
LENGTH
271.0
WIDTH
269.0
73706.0 (AREA OF TOP)
11722.0 (AREA OE OOTTOM)
NI T. !El
113E6 90TTO01
21317134.0 41726.0
DEPTH
10.0
O'?;ION 1;=TVEL
213.

IEMPORY FORAGE REQUIRED
C:'MfNi7;GE AREA:
flooh (top of dike)
Lennth * Width -
275.0 77000.0 square foet
:i.tdin (roof and lot water)
Width
0.0
0.0 0.0 square
TOTAL OA 77000.0 square feet
Ceplqn temporary storage period to be 180 ddy,s,
Vblume or waste produced
rpproximte daily production of manure in CF/L8 I.SLW 0.00130
388800 Lb. SSLW * CF of Wase/Lb./Day *
91947 cubic. feet
tuwe wash c)ate
180 dbys
Thi5. the amount of fresh water used for washing floors or volume
l'resh water used for a flush system. Flush systems that reclrculate
le lagoon water are accounted for in F.)A.
VOLUM?.
0.0 gallons/day k 180 days storage/7.18 gallons
pr CI-
VotuilL: 0.0 cubic feet
Volume of' rainfall in ?XCTSS of evaporation
Uso p,-iriod of time when rainfall exceeds evaporation by largest amoun.
180 days excess rainfall
Volume 7.0 in * OA / 1i7 inches per foot
- 11915.7 cubic ieot
7.0 inches

5D. Volume of 25 year - 24 hour. storm
Volume - 7.5 inch::. / inches per foot DA
Vo1um - 18125,0 pubiL
TOTAL REQUIRED TENPORAPY ORAGE
5A.
5E3.
5C,
50.
91917 oubtc l'eet
0 cubic teeL
leer
b C e
TOTAL 17989 cubic feel:.
SUMMPY
Total required volume 576789 cubic feet
ToLal design volume ovoi1, 586160 cubic toot
N5.n. req. Lreatment volume plus sludge accumulaLicDn T598O5 r:ubic feet
312211
At elev. 417± feet Volume 'Ls 3-05023 c.ubic teet (end pumping)
Tot,.71l design volume less 25yr-24hr storm is 538035 cub c feet
At elev. ; Volump 1
'',..asonal high
DESIGNED SY:
DAT:
53560 cubic (tar5 pumping)
ter table elevation 45.0 feet.
APPROVED a :4. / (‘L-1-z
DATE:
kSc .K 4 o-. , li- (L' r
'-'--,t,._ Cc- L..\o— -1-1 L.,,•-•
t c o , i• ,!:::-i- , t--; C -/ li .) , ) 4"
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN