090045_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Feeding Operations Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
State General Permit - Existing Animal Waste Operations
1. GENERAL INFORMATION:
1.1 Facility name: X I k'_
1.2 Print Land Owner's name: t< �I O < < Y' 1• -('" \
1.3 Mailing address: Li -CD) a np6L-Tc"�"1 1 U..J
City, State: � 1 1`10 be Lk).- n Zip:
Telephone number (includeareacode): (f 10).51 to - I IL 7 0
✓ 1.4 Physical address: 1.U1 \ce.(\ ¢ •c
City, State: c'-I(;1,, Pr 3 1.Zip
Telephone number (include area code): ( ) -
1.5 County where facility is located: S3\c -e- r
1.6 Facility location (directions from nearest major highway, using SR numbers for state roads):
1.7 Farm Manager's name (if different from Land Owner):�U_v o v\ 1/4/1 r\
—ter<� �'•� 4
1.8 Lessee's / Integrator's name (if applicable; circle which type is listed):
1.9 Facility's original start-up date: \nQ cy Date(s) of facility expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility number:
— �I
2.2 Operation Description:
Please enter the Design Capacity of the system. The "No. of Animals" should be the maximum number for which the waste
management structures were designed.
Type of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
❑__,, Wean to Feeder ❑ Layer ❑ Beef Brood Cow
lld'Feeder to Finish L.o (gyp (❑ Non -Layer ❑ Beef Feeder
❑ Farrow to Wean (# sow) ❑ Turkey ❑ Beef Stocker Calf
❑ Farrow to Feeder (# sow) ❑ Turkey Poults ❑ Dairy Calf
❑ Farrow to Finish (# sow) ❑ Dairy Heifer
❑ Wean to Finish (# sow) ❑ Dry Cow
❑ Gilts ❑ Milk Cow
❑ Boar/Stud
❑ Other Type of Livestock on the farm: No. of Animals:
FORM: AWO-STATE-G-E 10/31/18 Page 1 of 5

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): LO • Li Required Acreage (as listed in the CAWMP): L I, L
2.4 Number of lagoons: T Total Capacity (cubic feet): Required Capacity (cubic feet):
Number of Storage Ponds: Total Capacity (cubic feet): Required Capacity (cubic feet):
2.5 Are subsurface drains present within 100' of any of the application fields? YES or l O)(circle one)
2.6 Are subsurface drains present in the vicinity or under the waste management system? S o NO (circle one)
2.7 Does this facility meet all applicable siting requirements? ( YES or NO (circle one)
3. REQUIRED ITEMS CHECKLIST:
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
Applicants Initials
3.1 One completed and signed original and two copies of the application for State General Permit -
Animal Waste Operations;
3.2 Three copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied and a county road map with the location of the
facility indicated;
3.3 Three copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a permit application for
animal waste operations.
The CAWMP must include the following components. Some of these components may not have been required at the time
the facility was certified but should be added to the CAWMP for permitting purposes:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available Nitrogen (PAN) produced and
utilized by the facility
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
3.3.3 A map of every field used for land application
3.3.4 The soil series present on every land application field
3.3.5 The crops grown on every land application field
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP
3.3.7 The PAN applied to every land application field
3.3.8 The waste application windows for every crop utilized in the WUP
3.3.9 The required NRCS Standard specifications
3.3.10 A site schematic
3.3.11 Emergency Action Plan
3.3.12 Insect Control Checklist with chosen best management practices noted
3.3.13 Odor Control Checklist with chosen best management practices noted
3.3.14 Mortality Control Checklist with the selected method noted
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.); please be sure to include any site
evaluations, wetland determinations, or hazard classifications that may be applicable to your facility
3.3.16 Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your
submittal. (Composting, waste transfers, etc.)
FORM: AWO-STATE-G-E 10/31/18 Page 2 of 5

4. APPLICANT'S CERTIFICATION:
I, (Land Owner's name listed in question 1.2), attest that
this application for (Facility name listed in question 1.1)
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 include , this application package
will be returned tto/me as incomplete.
Signature) %( Date /U 1q
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
(Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my lmowledge. 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 as incomplete.
Signature Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION, MATERIALS, AND ANY
DESCRIPTION OF THE FACILITY OR MODIFICATIONS SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER RESOURCES
ANIMAL FEEDING OPERATIONS & GROUNDWATER PROTECTION SECTION
ANIMAL FEEDING OPERATIONS PROGRAM
1636 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-STATE-G-E 10/31/18 Page 3 of 5

6. SURFACE WATER CLASSIFICATION:
This form must be completed by the appropriate DWR regional office and included as a part of the
project submittal information.
INSTRUCTIONS TO NC PROFESSIONALS:
The classification of the downslope surface waters (the surface waters that any overflow from the facility would flow toward) in
which this animal waste management system will be operated must be determined by the appropriate DWR regional office.
Therefore, you are required, prior to submittal of the application package, to submit this form, with items 1 through 6
completed, to the appropriate Division of Water Resources Water Quality Regional Operations Supervisor (see page 6 of 10).
At a minimum, you must include an 8.5" by 11" copy of the portion of a 7.5-minute USGS Topographic Map which shows the
location of this animal waste application system and the downslope surface waters in which they will be located. Identify the
closest downslope surface waters on the attached map copy. Once the regional office has completed the classification,
reincorporate this completed page and the topographic map into the complete application form and submit the
application package.
6.1 Farm Name:
6.2 Name & complete address of engineering firm:
Telephone number: ( ) -
6.3 Name of closest downslope surface waters:
6.4 County(ies) where the animal waste management system and surface waters are located
6.5 Map name and date:
6.6 NC Professional's Seal (If appropriate), Signature, and Date:
TO: REGIONAL WQROS SUPERVISOR
Please provide me with the classification of the watershed where this animal waste management facility will be or has been
constructed or field located, as identified on the attached map segment(s):
Name of surface waters:
Classification (as established by the Environmental Management Commission):
Proposed classification, if applicable:
Signature of regional office personnel:
(All attachments must be signed)
Date:
FORM: AWO-STATE-G-E 10/31/18 Page 4 of 5

DIVISION OF WATER RESOURCES REGIONAL OFFICES (10/2018)
Asheville Regional WQROS Supervisor
2090 U.S. Highway 70
Swannanoa, NC 28778
[phone]
Fax [phone]
Avery Macon
Buncombe Madison
Burke McDowell
Caldwell Mitchell
Cherokee Polk
Clay Rutherford
Graham Swain
Haywood Transylvania
Henderson Yancey
Jackson
Fayetteville Regional WQROS Supervisor
225 Green Street, Suite 714
Fayetteville, NC 28301-5094
[phone]
Fax [phone]
Anson Moore
Bladen Richmond
Cumberland Robeson
Harnett Sampson
Hoke Scotland
Montgomery
Washington Regional WQROS Supervisor
943 Washington Square Mall
Washington, NC 27889
[phone]
Fax [phone]
Beaufort Jones
Bertie Lenoir
Camden Martin
Chowan Pamlico
Craven Pasquotank
Currituck Perquimans
Dare Pitt
Gates Tyrell
Greene Washington
Hertford Wayne
Hyde
Mooresville Regional WQROS Supervisor
610 East Center Avenue, Suite 100
Mooresville, NC 28115
[phone]
Fax [phone]
Alexander Lincoln
Cabarrus Mecklenburg
Catawba Rowan
Cleveland Stanly
Gaston Union
Iredell
Winston-Salem Regional WQROS Supervisor
450 Hanes Mill Road, Suite 300
Winston-Salem, NC 27105
Phone [phone]
Fax [phone]
Alamance Rockingham
Alleghany Randolph
Ashe Stokes
Caswell Surry
Davidson Watauga
Davie Wilkes
Forsyth Yadkin
Guilford
Raleigh Regional WQROS Supervisor
1628 Mail Service Center
Raleigh, NC 27699-1628
[phone]
Fax [phone]
Chatham Nash
Durham Northampton
Edgecombe Orange
Franklin Person
Granville Vance
Halifax Wake
Johnston Warren
Lee Wilson
Wilmington Region WQROS Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Brunswick
Carteret
Columbus
Duplin
New Hanover
Onslow
Pender
FORM: AWO-STATE-G-E 10/31/18
Page 5 of 5

Notification of Change of Ownership
Animal Waste Management Facility
(Please type or print all information that does not require a signature)
In accordance with the requirements of 15A NCAC 2H .0217(a)(1)(H)(xii) this form is official notification to the Division
Vater Quality (DWQ) of the transfer of ownership of an Animal Waste Management Facility. This form must be
submitted to DWQ no later than 60 days following the transfer of ownership.
General Information: Name of Farm: Fos % �� �`
12'%N� !'C;-ff,,` Facility No: V9
Previous Owner(s) Name: rot eANyy6�,op.. I Lit: - ,^ 6 , fIc$-feX ^ r✓1cA�cr Phone No:
New Owner(s) Name: c3 Ra Fir r 5 I LL C;. - Kite- ,. ��Iv 1 — ft c mh Phone No:610) A 16 ` 1 6 ��
0
Mailing Address: 4 / )..0 ti!L k Aj «—i L'✓&+ i g,1l t-- 4- A7'n -
FarmLocation13("I GP,n-l`w k',:,i 1 i31n.rtr',n1D,,>b „/ilG. 2.07/to County: !7Witt\6,-,--r.tr
Please attach a copy of a county road map with location identified and described below (Be specific: road namos,
vi
directions, milepost, etc.): Qa k- 44-.;5 I ci o in rr,3c17
Lon)
ii'w . 3I JN350
L,m4
Operation Description:
Type of Swine No. of Animals
Type of Poultry No. of Animals Type of Cattle No. of Animals
0 Wean to Feeder / 0Layer a] Dairy
Feeder to Finish L V 0 El Pullets l] Beef
0 Farrow to Wean
ED Farrow to Feeder
Farrow to Finish Other Type of Livestock: Number of Animals
Wean to Finish
CI Gilts
[] Boars
Acreage Available for Application: aCP Required Acreage: `p
Number of Lagoons / Storage Ponds: a Total Capacity:(a%t «D I Cubic Feet (ft3)
xaxxxxaxxxaxxxxxxxx+xx+xxxxax+xxxxxxxxxxxaxxxaxxxxxnxxxxxxx«aaxxxxxx+xxxxxx+xxxxxx+xxxxxxxx�xxxa+Lx+++ax++++x+x+aa++a++a+xx++xa+a+a+x
Owner / Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. 1 (we) understand the operation and maintenance procedures
established in the Certified Animal Waste Management Plan (CAWMP) for the farm named above and will implement these procedures. I (we) know
that any modification or expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will
require a permit modification before the new animals are stocked. I (we) understand that there must be no discharge of animal waste from the
storage or application system to surface waters of the state either directly through a man-made conveyance or from a storm event less severe than
the 25 - year, 24 - hour storm and there must not be run-off from the application of animal waste. I (we) understand that this facility may be covered
by a State Non -Discharge Permit or a NPDES Permit and completion of this form authorizes the Division of Water Quality to Issue the required permit
to the new land owner.
r17OOb. r' e. Y4 td--
Name of Pr nd L nd Ow
Signature: Date:
r Lat
Name of N LaOwner: R 6frwts //157 Ark-
G.
Signature: Land
V1T2�-
Date:
Name of Manager (if different from owner): £. kitifr -
Signature: = 7i
Please sign and return this form to:
Date:
N.C. Division of Water Quality
Aquifer Protection Section
Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, NC 27699-1636
November 1, 2004

Operator:ELDON HESTER County: BLADEN
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
O sows (farrow to finish)
O sows (farrow to feeder)
2640 head (finishing only)
O sows (farrow to wean)
O head (wean to feeder)
Describe other :
x 1417 lbs.
x 522 lbs.
X 135 lbs.
x 433 lbs.
x 30 lbs.
Date:
01/25/96
1650.0 feet
= 0 lbs
= 0 lbs
356400 lbs
= 0 lbs
= 0 lbs
0
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume =
Treatment
Volume =
356400 lbs. ALW x Treatment
Volume(CF)/lb. ALW =
356400 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)
Inside top width (feet)
Top of dike elevation (feet)
4-a
Bottom of lagoon elevation (feet)
Freeboard (feet)
Side slopes (inside lagoon)
Total design volume using prismoidal
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2
3.0 3.0 3.0 3.0
AREA OF TOP
LENGTH * WIDTH =
444.0 164.0
AREA OF BOTTOM
LENGTH * WIDTH =
384.0 104.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
414.0 134.0
CU. FT. = AAREA TOP
72816.0
formula
LENGTH
444.0
356400 lbs
Volume(CF)/lb. ALW
1 CF/lb. ALW
0 Law&rs s retwe +
1 ce.4 tr
450.
170.
6(,,c12r.. w,11
FAA cile
v-v, .
0
0
53.9
42.9
1.0
3.0 : 1
WIDTH DEPTH
164.0 10.0
72816 (AREA OF TOP)
39936 (AREA OF BOTTOM)
221904 (AREA OF MIDSECTION * 4)
+ (4*AREA MIDSECTION) + AREA BOTTOMO
221904.0 39936.0
Total Designed Volume Available = 557760
DEPTH/6
1.7
CU. FT.

d
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
450.0 170.0 76500.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 76500.0 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 = 356400 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 651024 gals. or 87035.3 cubic feet
5R. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 44625.0 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per
Volume = 44625.0 cubic feet
TOTAL REQUIRED
5A.
5B.
5C.
5D.
TOTAL
6. SUMMARY
TEMPORARY STORAGE
87035 cubic
0 cubic
44625 cubic
44625 cubic
176285
feet
feet
feet
feet
cubic feet
Temporary storage period
Rainfall in excess of evaporation
25 year - 24 hour rainfall
Freeboard
Side slopes
foot * DA
Inside top length
Inside top width
Top of dike elevation
Bottom of lagoon elevation
Total required volume
Actual design volume
Seasonal high watertable elevation
Stop pumping elev.
Must be > or = to the SHWT elev.
> 180
> 7.0
> 7.0
> 1.0
> 3.0
> 450.0
> 170.0
> 53.9
> 42.9
> 532685
> 557760
(SHWT)===> N7.� P-:"5
> 50.2
> y=1S5
Must be > or = to min. req. treatment el.=> 48.9
Required minimum treatment volume > 356400
Volume at stop pumping elevation > 374218
Start pumping elev. > 52.2
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 513135
Volume at start pumping elevation > 507678
Required volume to be pumped > 131660
Actual volume planned to be pumped > 133461
Min. thickness of soil liner when required==> 1.6
7. DESIGNED BY(L APPROVED BY C,_�
DATE: k-I5_4),
days
inches
inches
feet
1
feet
feet
feet
feet
cu. ft. *
cu. ft. *
feet
feet
feet
feet
cu. ft.
cu. ft.
feet ✓ *
cu. ft.
cu. ft.
cu. ft. *
cu. ft. *
feet
DATE: 2--2L-c( (�
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

SCS-ENG-538
Re.. 5-70
U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME - i e-... (e-S-?Ct, DISTRICT
DATE 1 L- 13—`1 S COUNTY FBI c—el ‘.i.".
S. C. S. PHOTO SHEET NO WORK UNIT
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
ff
-7 G. Lk-0 �: e.;C
%k"r" ` ' S ' o-,. '.
WOODLAND ACRES TOTAL ACRES
POND CLASS
WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx. scale 1"= feet)
Locate referenc point ,n cent r line of dam and identify on sketch.
1
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1
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("L'
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it
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a
7.
SHOW
DEPTH
SCALE
1
BORIJJG NUMBER AND PROFILE
¢¢,�
Make and list dam. 'te and sp7 way borings fIpp Men ponded area g((1�VHorrow pit boring separate with aertica/ red line
(Continu d on back where neces aryl Show 1kte table elevations on`dam-site borings.
1
0 -
p
4
2..
6'
g
ra
g
to
a
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14
15
16
17
18
19
20
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BORINGS MADE BY I;k(1L 1c{— SIGNATURE & TITLE Ye' 1 [ IA
Ct.- L,_ J

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 5,710,320 gals/year
by a 6,160 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
13160
Incorporated
22601
Injected
24890
Irrigated
14304
Actual PAN Applied ga(w,, ea_
Year 1
14767 Gf ( bcdan( ,
Notes:
ILtr7g5( ref f3S
In source ID, S means standard source, U means user defined source.
(vr, A✓�,'la �'I�
ACTS
ire is d(- � -�� •ed x /911 = 51I3Qc)
(611SIX- rr,- — 6,5$94 --- e".00
r��,lL 3 -- gym
133
ri 4, jlNn gym. j' x fv I
3e.r,,v4,5,.. 9.g Xi 7
j SLv'e: ,2X 15�
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Source Page 1
Preview
Database Version 1.06 Date Printed: 01-10-2001
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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 5,710,320 gals/year
by a 6,160 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
13160
Incorporated
22601
Injected
24890
Irrigated
14304 .
Actual PAN Applied
— �- t Bel fr. etc__
Year 1
14767
-• Li C I ba Ian( e
Bs
Notes:
In source ID, S means standard source, U means user defined source.

2/22/2016
NUTRIENT UTILIZATION PLAN AMENDMENT
Grower(s): John Hester
Farm Name: Fox Bay Farm LLC
County: Bladen
Permit Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish
Gilts
Boars
6160
Storage Structure: Anaerobic Lagoon
Storage Period: >180 days
Application Method: Irrigation
This amendment is for the 2015/2016 season only. See attached for guidance document.
Tract Field acres crop PAN
415 4 9 rye 100 10/1-2/29
415 6 7.5 rye 100 10/1-2/29
Actual PAN applied for field 4 and 6 for overseed is 165 or a increase of 412.5 Ibs PAN from WUP.
Grower Signature:
Name of Technical Specialist:
Affiliation:
Address:
Signature:
2/22/2016
Date
Becky Spearman
NC Cooperative Extension Bladen County
PO Box 249
Elizabethtown, NC 28337
Telephone: [phone]
bzk,4
0
2/22/2016
Date

PAT MCCRORY
Water Resources
ENVIRONMENTAL QUALITY
Governor
DONALD R. VAN DER VAART
Secretary
S. JAY ZIMMERMAN
Director
December 3, 2015
MEMORANUDUM
To: Animal Waste Technical Specialists
Animal Operation Permit Holders
From: Jon Risgaard, Section Chief ,.lye
Water Quality Regional Op ati Section
Re: Temporary Overseed Plant Available Nitrogen (PAN) Rate Modifications due to Extended
Heavy Rainfall
Due to extended heavy rainfall events in North Carolina in 2015, many animal operations face challenges
with maintaining sufficient freeboard levels in waste lagoons. By and through this memo, the Division of
Water Resources (DWR) will allow a one year temporary modification of waste application rates for
Bermudagrass fields oversown with winter annual forage. This modification is in effect and available for
all North Carolina counties for the 2015-16 oversown winter annual crop.
The following conditions apply to this modification. Please be sure to follow all of these conditions and
the attached November 25, 2015 letter from Tim Hall, NCDA&CS Regional Agronomist in order to avoid a
violation of your Animal Waste Permit:
1. The temporary waste utilization plan modification must be documented by a certified technical
specialist and records maintained in compliance with the facility's permit.
2. Farms which choose to operate under this one-year variance are certifying that the winter
annual forage has been properly sown and has come up.
3. Bermudagrass fields oversown with winter annual forage will be allowed to convert for one
winter from the 50 lb/acre PAN rate to the 100 lb/acre PAN rate.
4. The split application window normally required for the 100 lb/acre PAN rate will be waived
under the following limitations:
a. PAN applied during the two -month period of December and January will be limited to 25
lb/acre
b. PAN applied after February 29 shall be charged against the PAN rate allowed for the
bermudagrass component of the system.
5. The winter annual component must be adequately grazed or mechanically harvested by April 15
in order to minimize suppressive effects on the bermudagrass component of the system.
For animal operations that are interested in other land application modifications, consult with an
NCDA&CS Regional agronomist or certified crop advisor in accordance with Appendix 1.20 of the 9th
1217 Guidance Document.
If you have any questions related to this extension and how it may apply, please contact Christine
Lawson, Animal Feeding Operations Program Manager at [phone].
State of North Carolina I Environmental Quality I Water Resources
1636 Mail Service Center I Raleigh, North Carolina 27699-1636
919 807 6464

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included.
A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides for the utilization of the
manure generated by the operation. Animal operations that generate liquid waste and utilize waste storage facilities (lagoons or holding ponds) may apply more or
less waste in any given year than is annually generated by the facility. In order to determine whether the plan adequately utilizes the waste produced by the facility,
the storage capacity table included in this plan should be reviewed to ensure that the design capacity of the storage facility is not exceeded during the planning
period.
Depending on the requirements of the crop and the nutrient content of the waste, some nutrients will likely be over or under applied if animal waste is being
utilized. Waste should be analyzed before each application cycle and annual soil tests are required if animal waste is being applied. Soil tests should be used to
balance the nutrient application amounts with the realistic yields of the crop to be grown. Nutrient management plans may require that the application of animal
waste be limited so as to prevent over application of phosphorous when excessive levels of this nutrient are detected in a field.
Waste Utilization Table
Year 1
Tract
Field
Source
I.D.
Soil Series
Total
Acre
Use.
Acres
Crop
RYE
RYE
Unit
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(Ibs/A)
Comm.
Fcrt.
Nutrient
Applied
(lbs/A)
Res.
(Ibs/A)
N
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
lbs/A
1000
gal/A
tons
1000 gals
tons
415
10
S7
Foreston
3.5
2.8
Cereal/Annual Rye
1.5
Tons
10/1-3/31
75
0.
0
brig.
75
29.9
0.0
83.8
0.0
0/S, Graze, 4/7
Harvest
415
10
S7
Foreston
3.5
2.8
Bermudagrass Pasture
6.0
Tons
3/1-9/30
* 225
0
0
brig.
225
89.8
0.0
251.5
0.0
-44-5---14--S,/-
4 0
-4.5---Tons---8t1-713i---*'--t64+
0
0
Irrig.
169
- 67.5
0.0
188.9
' 'TV
e
€e cue- a-- ---
415
- 12
S7
Lynn Haven
7.5
6.5
Fescue Pasture
2.5
Tons
8/1-7/31
* 94
0
0
brig.
94
37.5
0.0
243.9
0.0
415
3
S7
Lynn Haven
5.9
5.2
Cereal/Annual Rye
2.0
Tuns
10/1-3/31
100
0
0
In -is.
75
29.9
0.0
155.7
0.0
0/S, Hay-4/7 Harvest
415
3
S7
Lynn Haven
5.9.
5.2
Bermudagrass Hay
*4.0
Tons
3/1-9/30
* 200
0
0
Itrig.
200
79.8
0.0
415.2
0.0
Lf5 /1
Preview
S:7
`Y.t1 �15 LLD SS i croukcievan
Database Version 1.06 11'L-
S+rnS 3%i-`3j30 194
Date Printed: 01-10-2001
WYW5tll'1e'1t kl ! { l .B4 bFL,ku,s, pu iYnax
v c 1-- (r") [9'! 77.4 C
WUT Page 1

Waste Utilization Table
Year 1
Tract
Field
Source
I.D.
Soil Series
Total
Acre
Use.
Acres
Crop
RYE
RYE
Unit
Applie.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fen.
Nutrient
Applied
(Ibs/A1
Res.
(Ibs/A)
N
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
lbs/A
1000
gal/A
tons
1000 gals
tons
415
4
S7
Lynn Haven
11.0
9.0
Cereal/Annual Rye
1.5
Tons
10/1-3/31
75
0
0
'trig.
75
29.9
0.0
350.3
0.0
0/S, Graze, 4/7
Harvest
415
4
S7
Lynn Haven
11.0
9.0
Bermudagrass Pasture
*4.5
Tons
3/1-9/30
* 169
0
0
Inig.
169
67.5
0.0
607.2
0.0
415
4A
S7
Lynn Haven
10.0
8.6
Fescue Pasture
*3.2
Tons
8/1-7/31
* 120
0
0
Irrig.
120
47.9
0.0
412.0
0.0
415
5
S7
Foreston
6.6
62
Fescue Pasture
4.0
Tons
8/1-7/31
* 150
0
0
Irrig.
150
59.9
0.0
371.3
0.0
415
6
S7
Foreston
9.9
7.5
Cereal/Annual Rye
1.5
Tons
10/1-3/31
75
0
0
brig.
75
29.9
0.0
224.6
0.0
0/S, Graze, 4/7
Harvest
415
6
S7
Foreston
9.9
7.5permudagrass
Pasture
6.0
Tons
3/1-9/30
* 225
0
0
Irrig.
225
89.8
0.0
673.7
0.0
415
8
S7
Autryville
12.0
4.6
Cereal/Annual Rye
2.0
Tons
10/1-3/31
100
0
0
Irrig.
100
39.9
0.0
183.6
0.0
0/S, Hay-4/7 Harvest
415
8
S7
Autryville
12.0
4.6
Berrnudagrass Hay
5.5
Tons
3/1-9/30
* 275
0
0
Irrig.
275
109.8
0.0
505.0
0.0
415
9
S7
Foreston
12.1
8.2
Cereal/Annual Rye
2.0
Tons
10/1-3/31
100
0
0
Irrig.
100
39.9
0.0
327.3
0.0
0/S, Hay-4/7 Harvest
415
9
S7
Foreston
12.1
8.2
Bemwdagrass Hay
6.0
Tons
3/1-9/30
* 300
0
0
Irrig.
300
119.8
0.0
982.0
0.0
Lagoon Liquids
Total Applied, 1000 gallons
.3;995
(000 tL4
Total Produced, 1000 gallons
5,710
Balance, 1000 gallons
;26e.
-. ii y * 4
Manure Solids
Total Applied, tons
0
Total Produced, tons
0
Balance, tons
0
Notes: 1. In the tract column, symbol - means leased, otherwise, owned.
2. Symbol * means user entered data.
Preview Database Version 1.06 Date Printed: 01-10-2001
WUT Page 2
r-'

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear tends
to reduce operating pressure and flow. With continued use, nozzle wear results in an
increase in the nozzle opening which will increase the discharge rate while decreasing the
wetted diameter.
You should be aware that operating the system differently than assumed in the design will
alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle. Clogging
of nozzles can result in pressure increase. Plugged intakes or crystallization of mainlines
will reduce operating pressure. Operating below design pressure greatly reduces the
coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout the
application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all nonuniformity of the application. On a
windless day, variation between containers of more than 30 percent is cause for concern.
You should contact your irrigation dealer or technical specialist for assistance.
*Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual
1

OPERATION & MAINTENANCE PLAN
Proper lagoon management should be a year-round priority. It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop is
dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available in
the lagoon for future wet periods. In the late summer / early fall the lagoon should be pumped down
to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum" liquid level as long as the weather and waste utilization
plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon for
any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass
are the most common vegetative covers. The vegetation should be fertilized each
year, if needed, to maintain a vigorous stand. The amount of fertilized applied
should be based on a soils test, but in the event that it is not practical to obtain a
soils test each year, the lagoon embankment and surrounding areas should be
fertilized with 800 pounds per acre of 10-10-10, or equivalent.
• Brush and trees on the embankment must be controlled. This may be done by
mowing, spraying, grazing, chopping, or a combination of these practices. This
should be done at least once a year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the lagoon
water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should include,
as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes -- look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes
2

Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment -- look for:
1. settlement, cracking, or "jug" holes
2. side slope stability -- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon
has any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps -- check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
• Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height
3

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.
4

• Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and water
conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce the
amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer / early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
5

• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper - agitator impeller pump through large -
bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag -line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge can
be removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus and
metal levels, as indicated by a soil test, and incorporated to reduce the chance of erosion.
Note that if the sludge is applied to fields with very high soil -test phosphors, it should be
applied only at rates equal to the crop removal of phosphorus. As with other wastes,
always have your lagoon sludge analyzed for its nutrient value.
6

The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach of
the dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure -- an example is the placement of a pipe in the dam
without proper design and construction. (Consult an expert in lagoon design before
placing any pipes in dams.)
• Lagoon liquid levels -- high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.
7

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)
fllw , -330C)
l0 - €0a.- to I(>^
1\10 34S—i
GZl .;•1-34Sn
-S la-}-1-‘5^;
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location
for all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow - possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all 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.
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
8

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.
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: Murphy Brown LLC
b. Contractors Address: P.O. Box 856 Warsaw, NC 28398
c . Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: (910) 293 - 5330
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

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids
(✓) Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
() Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids
(V) Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive Decaying vegetation (1)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulation of feed
residues
() Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal () Eliminate low area that trap moisture along fences
Areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
() 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).
MIC — November 11, 1996
10

Dry Manure Handling Accumulations of animal () Remove spillage on a routine basis (e.g. 7-10 day
Systems wastes interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
() Provide for adequate drainage around manure stockpiles
() Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed.
The issues checked () pertain to this operation. The landowner / integrator agrees to use
sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
(Landowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC -- November 11, 1996
11

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production (V)Vegetative or wooded buffers:
(v)Recommended best management
practices;
(v)Good judgment and common sense
Animal body
surfaces
Dirty manure ( )Dry floors
covered animals
Floor surfaces Wet manure -covered
floors
(v)Slotted floors;
(v)Waterers located over slotted floors;
(V)Feeders at high end of solid floors;
(v)Scrape manure buildup from floors;
( )Underfloor ventilation for drying
Manure collection Urine
pits
Partial microbial
decomposition
(v)Frequent manure removal by flush, pit
recharge or scrape
( )Underfloor ventilation
Ventilation Volatile gases
exhaust fans Dust
(1)Fan maintenance;
(V)Efficient air movement
Indoor surfaces Dust
(✓)Washdown between groups of animals
( )Feed additives;
( )Feeder covers;
( )Feed delivery downspout extenders to
feeder covers
Flush Tanks
Agitation of recycled
lagoon liquid while tanks
are filling
( )Flush tank covers
( )Extend fill lines to near bottom of tanks
with anti -siphon vents
Flush alleys
Agitation during waste ( )Underfloor flush with underfloor
water conveyance ventilation
Pit recharge Agitation of recycled
points lagoon liquid while pits
are filling
( )Extend recharge lines to near bottom of
pits with anti -siphon vents
Lift stations
Agitation during sump ( )Sump tank covers
tank filling and drawdown
Outside drain
collection or
junction boxes
Agitation during waste ( )Box Covers
water conveyance
End of drain Agitation during waste
pipes at lagoon water underneath lagoon liquid level
( )Extend discharge point of pipes
Lagoon surfaces Volatile gas emissions (v)Proper lagoon liquid capacity
Biological mixing (v)Correct lagoon startup procedures
Agitation ( )Minimum surface area -to -volume ratio
(V)Minimum agitation when pumping
( )Mechanical aeration
( )Proven biological additives
Irrigation sprinkler High pressure agitation (v)Irrigate on dry days with little or no wind
nozzles Wind draft (v)Minimum recommended operation pressure
(V)Pump intake near lagoon liquid surface
( )Pump from second -stage lagoon
AMOC — November 11, 1996
12

Storage tank or
basin surface
Partial microbial ( )Bottom or midlevel loading
decomposition Mixing while ( )Tank covers
filling Agitation when emptying( )Basin surface mats of solids
( )Proven biological additives or oxidants
Settling basin Partial microbial decom- ( )Extend drainpipe outlets underneath liquid
surface position Mixing while filling level
Agitation when emptying ( )Remove settled solids regularly
Manure, slurry or Agitation when spreading ( )Soil injection of slurry/sludges
sludge spreader Volatile gas emissions ( )Wash residual manure from spreader after use
outlets ( )Proven biological additives or oxidants
Dead animals Carcass decomposition ( )Proper disposition of carcasses
Dead animal Carcass decomposition ( )Complete covering of carcasses in burial pits
disposal pits ( )Proper location / construction of disposal pits
Incinerators Incomplete combustion ( )Secondary stack burners
Standing water
around facilities
improper drainage
Microbial decomposition of
organic matter
(i)Farm access road maintenance
away from facilities
Manure tracked Poorly maintained access
onto public roads roads
from farm access
(V)Farm access road maintenance
Additional.lnformation: Available From:
Swine Manure Management 0200 Rule / BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge --Lagoon Treatment:EBAE128-88NCSU-BAE
Swine Production Facility Manure Management:Underfloor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assurance Program: NPPC Manual NC Pork Producers
Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communication
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0101, Florida Cooperative Extension
1995 Conference Proceedings
The issues checked ( ) pertain to this operation. The landowner / integrator agrees to
use sound judgment in applying odor control measures as practical.
I certify the aforementioned odor control Best Management Practices have been reviewed
with me.
(Landowner Signature)
13

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Y
Primary Secondary Routine Mortality
• a Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
El
I I Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
ElRendering at a rendering plant licensed under G.S. 106-168.7.
n El Complete incineration according to 02 NCAC 52C .0102.
fl EllA composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
El ❑ 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).
• f Any method which, in the professional opinion of the State Veterinarian, would make possible
I 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.
/ 9
Signature of Farm Owner/Manager /Date
Signature of Technical) Specialist
Date

IMPORTANT INFORMATION
ABOUT LAGOON CONSTRUCTION
LISTED BELOW IS A BRIEF SUMMARY OF VOLUMES AND OTHER
DATA:(SEE CONTENTS OF PLAN FOR MORE INFORMATION)
EXCAVATION 13235--- cubic yards
FILL (pad & dike) 13235--- cubic yards
TOP SOIL (minimum 3" thick) 297--- cubic yards
CLAY LINER (represents a complete liner) 4489--- cubic yards
Constructed top of dam must include a minimum of 5% settlement -
EXAMPLE: 10 feet high dam will require 5% of 10 feet or 0.5 feet
fill above planned top of dam.
Clay content, thickness and compaction of liners (if required) are
very important. If the certifying technical specialist is unable
to approve the liner with normal field techniques, an independent
engineering analysis will be required (see CONSTRUCTION
SPECIFICATIONS for additional information). If an independent
engineering analysis is required, this expense will be the
responsibility of the owner/grower.
Special attention needs to be given to the seeding specifications.
The lagoon dike must be seeded according to specifications before
the system can be certified and stocked with animals. (Consult
with your NRCS Conservationist regarding mulching)
CO0101160401

United States Natural
Department of Resources
Agriculture Conservation
Service
122 Agriculture Service Center
Elizabethtown, NC 28337
(P)910-862-6936
(f)910-862-6138
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION
NAME 616f e-i,, ki r S' -1
TELEPHONE
LOCATION loo RBI
3'- n1. of
[3i G ckt , „ o
SIZE OPERATION
2-4'oAS
?DPP?.4 LX,,,,ceusr
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER
IS SITE WITHIN 100-YEAR FLOOD PLAIN?
If yes, SCS cannot provide assistance.
IS SITE AT LEAST 100 FT. FROM A "BLUE LINE" PERENNIAL
STREAM?
If no, site must be relocated.
FT.
YES NO X
YES Y NO
IS SITE WITHIN 1 MILE ZONING JURISDICTION OF A
MUNICIPALITY? YES NO >
If yes, landowner should consult with local zoning board about required permits.
Permits must be obtained prior to design approval.
ARE UTILITIES IN CONSTRUCTION AREA? YES NO '-
If yes, see Part 503 of the National Engineering Manual and follow policy.
(Copies of maps or other reference materials may be attached to site evaluation.)
WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON -CROPLAND?
YES IA NO '
If yes, producer must complete a Form AD-1026.
WILL ACTION RESULT IN SWAMPBUSTING?
YES NO p<
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE PRODUCER TO
CONTACT THE US ARMY CORP OF ENGINEERS AND THE DIVISION OF
ENVIRONMENTAL MANAGEMENT TO DETERMINE IF ADDITIONAL PERMITS ARE
REQUIRED. NO WETLANDS SHOULD BE ALTERED UNTIL PRODUCER RECEIVES
WRITTEN APPROVAL FROM SCS, US ARMY CORP OF ENGINEERS AND NC DIVISION OF
ENVIRONMENTAL MANAGEMENT.
(A copy of AD-1026 and CPA-026 should be attached to site evaluation.)
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER
PREDOMINANT WIND DIRECTION?
YES '< NO
POSSIBLE EXPANSION OF TREATMENT VOLUME FROM I CU.FT. UPWARDS
TO 3 CU. FT./LB. OF ANIMAL? YES b< NO
PRECHARGING LAGOON WITH FRESH WATER TO AT LEAST 1/2 OF THE
CAPACITY? YES X NO
USING GOOD SOUND JUDGMENT IN LAND APPLICATION OF C00101160402
WASTE? YES - NO
ge _ o

OTHER ENVIRONMENTAL FACTORS
IS ENDANGERED AND/OR THREATENED SPECIES HABITAT PRESENT?
YES NO lC
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE PLANNING
AREA OR WILL PLANNED ACTIONS IMPACT ON AN ADJACENT NATURAL
SCENIC AREA? YES NO Ce
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE PLANNED
AREA? YES - NO jC
ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMPORTANT FARMLANDS IN THE
OPERATING UNIT? YES x NO
WILL THE ACTION RESULT IN SODBUSTING?
YES NO V
If yes to any of these questions, refer to form NC-CPA-16 for policy sources. The form does not
need to be completed.
WASTE MANAGEMENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND
APPLY WASTE? YES NO
IF NO, DOES PRODUCER HAVE ACCESS TO MORE LAND?
YES NO
IF LAND IS NOT OWNED BY PRODUCER, CAN PRODUCER GET AGREEMENT ON
LAND ON WHICH TO APPLY WASTE? YES NO
(Attach Waste Utilization Plan to site evaluation.)
SOIL INVESTIGATION - VALID ONLY IF SOIL INVESTIGATION SHEET ATTACHED
IS SOIL SUITABLE FOR LAGOON?
IS A CLAY LINER REQUIRED?
IF YES, IS CLAY AVAILABLE ONSITE?
IS A CORE TRENCH REQUIRED?
(Attach soil investigation sheet to site evaluation.)
IS SUBSURFACE DRAIN TILE PRESENT?
(If yes, tile must be removed or plugged)
YES >/ NO
YES y NO
YES )( NO
QUESTIONABLE
YES NO aC
YES NO X
QUESTIONABLE
SITE APPROVED
YES )( NO CONDITIONAL
COMMENTS (J L & ` s4,1q, e G v-Sc. Uroo(9- SC or
-
THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND CONSTRUCTION
OF LAGOON CONTINUES IN REASONABLE TIME PERIOD. UNDUE DELAYS OR
HESITANCY IN CONSTRUCTION MAY REQUIRE THAT SITE EVALUATION BE
INVALIDATED.
SIGNATURE 5 _ 6 n- L DATE
Page 2of2
C00101160404

SCS-ENG-538
Rev. 5-70
U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME EC".(-•.. .2e-y-c,, DISTRICT
DATE I L- 13-`1 S COUNTY \-3) c-c1 --
S. C. S. PHOTO SHEET NO WORK UNIT
WATERSHED AREA MEASUREMENTS
CROPLAND—ACRES PASTURE ACRES
ff
2c Leo %'•c .C-
e".k-rR ` '" t 5 t v>^
WOODLAND —ACRES TOTAL ACRES
POND CLASS
WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx. scale 1"= feet)
Locate reference point in cent r line o/ dam and identify on sketch.
,pi--
.
i
(_
-/
1
Ai
—/
a)7-
--
Er
fP>7-11'`�
1
1-
ES
'J r'
i)
,{)
i
SHOW
DEPTH
SCALE
BORING NUMBER AND PROFILE
Make and list darn- ite and sal way boring first - then ponded area and borrow pit borings - separate with vertical red line.
(Continued on back where neces aryl Show wat r tab e elevations on dam -site borings.
1
0 -
f
4
2
6
t
p
g
„E
a
lit
14
15
16
17
18
19
20
21
122
23
b- I
<NI
Sn?
</VI
5/1
1-2
5n1
itf
sari
91
1'i
Nit
Sn1
/51
51'l'
Sn;
tip"
;wit
-
2. S
54/1nevi-
Sim
5M
<el
'.
3—ci-
5,11
5f
cm
5,>
>n;
5.,,v1
Sri
7-t"
i!-
V
e..r,:
:L'rP
5L
S!el5i;.
)(
cr
Lc-tii-I
SM
sP
—1D
=M-
Se
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04
Il'-I I
4/4
-5P
BORINGS MADE BY '`T h, ILUDf- SIGNATURE & TITLE -->e - r [ L2
C." `,_ `-
000101160405

TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
UNIFIED CLASSIFICATION
GW-Well graded gravels; gravel, sand mix
GP -Poorly graded gravels
GM -Silty gravels; gravel -sand -silt mix
GC -Clayey gravels; gravel -sand -clay mix
SW -Well graded sands; sand -grovel mix
SP-Poorly graded sands
SM-Silty sand
SC -Clayey sands; sand -clay mixtures
ML - Silts; silty, v. fine sands; sandy or clayey silt
CL-Clays of low to medium plasticity
CH -Inorganic clays of high plasticity
MH-Elastic silts
OL-Organic silts and silty clays, low plasticity
OH -Organic clays, medium to high plasticity
USDA CLASSIFICATION
g-gravel
g-sand
vfs-very fine sand
sl-sandy loam
fsl-fine sandy loam
1-loam
gl-gravelly loam
si-silt
sil - silt loam
cl - clay loam
sicl- silty clay loam
scl-sandy clay loam
sic -silty clay
c-clay
1. Suitable material for embankment is available
reverse side)
REMARKS:
'- / I
CL,-cly /-,.e-Leo. ( S�o..\(J I'JCe
N//�.ik r r-k-i. ce,1 r Af (ccs'1- c. fA,f-1-.'ra(
("rU o5 P So,\5 CN^r- 10 Ac.lu
2. Explain hazards requiring special attention in design
GENERAL REMARKS:
l
Yes O No (Indicate where located on rht sketch on
c.ICCr l<CQ 7"73` ,sQ lqS 11,c_A
(r. tie.\ /S (n�a r�,i, r:z e �!t,
✓.<(L �
) L.�yue, cY r
(Seepage, spring,. rock etc)
S'An
c: kc1t
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48.
49
50
51
C00101160407

Operator:ELDON HESTER County: BLADEN Date: 01/25/96
Distance to nearest residence (other
1. AVERAGE LIVE WEIGHT (ALW)
O sows (farrow to finish)
O sows (farrow to feeder)
2640 head (finishing only)
O sows (farrow to wean)
0 head (wean to feeder)
Describe other :
than owner):
x 1417 lbs.
x 522 lbs.
x 135 lbs.
x 433 lbs.
x 30 lbs.
1650.0 feet
= 0 lbs
= 0 lbs
356400 lbs
= 0 lbs
0 lbs
0
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
356400 lbs
Volume = 356400 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 356400 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)
Inside top width (feet)
Top of dike elevation (feet)
Bottom of lagoon elevation (feet)
Freeboard (feet)
Side slopes (inside lagoon)
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 444.0 164.0 10.0
AREA OF TOP
LENGTH * WIDTH =
444.0 164.0
AREA OF BOTTOM
LENGTH * WIDTH =
384.0 104.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
414.0 134.0
CU. FT. = AAREA TOP +
72816.0
450.0
170.0
53.9
42.9
1.0
3.0 : 1
72816 (AREA OF TOP)
39936 (AREA OF BOTTOM)
221904 (AREA OF MIDSECTION * 4)
(4*AREA MIDSECTION) + AREA BOTTOMU * DEPTH/6
221904.0 39936.0 1.7
Total Designed Volume Available = 557760 CU. FT.
C00101160408

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
450.0 170.0 76500.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 76500.0 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 = 356400 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 651024 gals. or 87035.3 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall
= 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 44625.0 cubic feet
C00101160409

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 44625.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 87035 cubic feet
5B. 0 cubic feet
5C. 44625 cubic feet
5D. 44625 cubic feet
TOTAL 176285 cubic feet
6. SUMMARY
Temporary storage period > 180 days
Rainfall in excess of evaporation > 7.0 inches
25 year - 24 hour rainfall > 7.0 inches
Freeboard > 1.0 feet
Side slopes > 3.0 : 1
Inside top length > 450.0 feet
Inside top width > 170.0 feet
Top of dike elevation > 53.9 feet
Bottom of lagoon elevation > 42.9 feet
Total required volume > 532685 cu. ft.
Actual design volume > 557760 cu. ft. *
Seasonal high watertable elevation (SHWT)===> 47.5 feet
Stop pumping elev. > 50.2 feet *
Must be > or = to the SHWT elev. > 47.5 feet
Must be > or = to min. req. treatment el.=> 48.9 feet
Required minimum treatment volume > 356400 cu. ft.
Volume at stop pumping elevation > 374218 cu. ft.
Start pumping elev. > 52.2 feet *
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 513135 cu. ft.
Volume at start pumping elevation > 507678 cu. ft.
Required volume to be pumped > 131660 cu. ft.
Actual volume planned to be pumped > 133461 cu. ft.
Min. thickness of soil liner when required==> 1.6 feet
7. DESIGNED BY:c)11,tA___, APPROVED BY:
DATE: N1 s-_q b DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
C00101160410